20230126 Ver 1_USACE Permit_20230512

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00168 County: Davie U.S.G.S. Quad: NC-Mocksville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: C2C Land Development, LLC
Attn: Richard Denzler
Address: P.O. Box 4628
Mooresville, NC 28117
E-mail: rdenzler06130(droadrunner.com
Size (acres)—159.14 Nearest Town Mocksville
Nearest Waterway Nelson Creek River Basin Yadkin
USGS HUC 03040101 Coordinates 35.9114360,-80.5716983
Location description: The proiect area is located on the south side of Country Lane, and the east side of US Highway 601
(Yadkinville Road), in Mocksville, Davie County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of dredged or fill material into
0.029 acre (345 linear feet) of stream channel (0.0194 acre [230 linear feet] of which results in the permanent loss of waters)
and 0.047 acre of riparian non-riverine wetlands, and the temporary discharge of dredged or fill material into 0.010 acre (112
linear feet) of stream channel and 0.021 acre of riparian non-riverine wetlands, necessary for the construction of access and
infrastructure for the Nelson's Creek at Mocksville residential development.
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 attached
Conditions, your application signed and dated 1/20/2023, additional information received via email on 3/20/2023, and the
enclosed plans "Nelson's Creek at Mocksville Subdivision" Sheet Nos. 1-4 and "Nelson's Creek Phase 2 — Construction Plat"
Sheet No. C2.0. 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 [phone]) 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.
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 81 -2436 or David.E.Bailev2(a usace.armv.mil.
Corps Regulatory Official: G Date: 5/12/2023
Expiration Date of Verification: 3/15/2026

SAW-2022-00168
SPECIAL CONDITIONS
1. Authorized temporary wetland and stream impacts must be restored to original grade and
contour and seeded with native riparian or wetland seed mix (per "Nelson's Creek Phase 2 —
Construction Plat" Sheet No. C2.0). Disturbed stream banks must be matted with biodegradable
matting as appropriate.
2. Please note that future impacts and/or phases of the Nelson's Creek at Mocksville residential
development, and related activities associated with Corps Action ID: SAW-2022-00168, may be
considered part of a single and complete project; these impacts may be considered cumulative
with impacts authorized during earlier phases with respect to compensatory mitigation and
Nationwide Permit thresholds. Current cumulative impacts to waters of the US for the Nelson's
Creek at Mocksville single and complete project include 0.0194 acre [230 linear feet] of stream
channel and 0.047 acre of riparian non-riverine wetlands, or a total loss of 0.066 acre of waters of
the US.
Corps Regulatory Official:
Expiration Date of Verification: 3/15/2026
Date: 5/12/2023
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 https://re ug latory.ops.usace.g.M.mil/customer-service-survey.
Copy furnished electronically:
Michelle Measday, ECS Southeast, LLC, [e-mail]
Sue Homewood, NCDEQ-DWR, [e-mail]

WETLANDS
IMPACT
IMPACT
NUMBER
SPECIFICATION
AREA
W1A
PERMANENT
24 SF
W1A
TEMPORARY
19 SF
WETLANDS
IMPACT
IMPACT
NUMBER
SPECIFICATION
AREA
W7A
PERMANENT
1,757 SF
W7A
TEMPORARY
156 SF
W7B
TEMPORARY
697 SF
W8A
PERMANENT
133 SF
W8A
TEMPORARY
21 SF
W8B
PERMANENT
117 SF
W8B
TEMPORARY
23 SF
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176 177 178 179 103
1 11 349 120 \ \ a
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330 354 100
29 355 STIPULATION FOR REUSE
356 357 358 3 132 / \
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99 THIS DRAWING WAS PREPARED FOR USE
326 ♦ � � / 133
ON THE SPECIFIC SITE, NAMED HEREON,
98 CONTEMPORANEOUSLY WITH ITS ISSUE
32 g u / — 4 DATE AS LISTED, HEREON. AND IT IS NOT
/ 14 --- 135 137 97 SUITABLE FOR USE ON A DIFFERENT
a 139 ao 41 PROJECT SITE OR AT A LATER TIME. USE OF
114
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325 — — — — — — — — — — _ ti9 ti / ,\ 112 95 SERVICES OF PROPERLY LICENSED
r— — — — — — — — — — — — �� ARCHITECTS AND ENGINEERS. REPRODUCTION
09 06 l07 06 os o4 OF THIS DRAWING FOR REUSE ON
1 C 94 ANOTHER PROJECT IS NOT AUTHORIZED
\ \ AND MAYBE CONTRARY TO THE LAW.
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JOB NUMBER: 21-004
CHECKED BY:
DRAWN BY: ALP/EDS/jMAC
ODATE: 2022
SHEET TITLE:
100 5 100 200 400
IMPACT MAP -
O ( IN FEET) FULL SITE
1 inch =100'
GRAPHIC SCALE
SHEET NO.:
1
TOTAL WETLAND IMPACT
AREA
PERMANENT
2,031 SF
TEMPORARY
916 SF
STREAM
IMPACT
NUMBER
IMPACT
SPECIFICATION
S1
TEMPORARY 386 SF (82.50 LF
S1
PERMANENT 516.763 SF (93.631 LF)
S1
PERMANENT NO FUNCTIONAL
LOSS 281 SF (61.79 LF)
STREAM
IMPACT
IMPACT
NUMBER
SPECIFICATION
S2
TEMPORARY 13 SF (4.84 LF)
S2
PERMANENT 115.139 SF (21.823 LF)
PERMANENT NO
S2
FUNCTIONAL LOSS
42 SF (15.91 LF)
STREAM
IMPACT
IMPACT
NUMBER
SPECIFICATION
S3
TEMPORARY 15 SF (5 LF)
PERMANENT NO
S3
FUNCTIONAL LOSS
35 SF (11.73LF)
STREAM
IMPACT
NUMBER
IMPACT
SPECIFICATION
S4
TEMPORARY 23 SF (9.70 LF)
S4
PERMANENT 217.335 SF (114.498 LF)
S4
PERMANENT NO FUNCTIONAL
LOSS 49 SF (25.27 LF)
TOTAL STREAM IMPACT AREA
TEMPORARY LENGTH
112.04 LF
PERMANENT LENGTH
229.952 LF
PERMANENT NO
FUNTIONAL LOSS LENGTH
114.70 LF
TEMPORARY
437 SF
PERMANENT
849.237 SF
PERMANENT NO
FUNCTIONAL LOSS
407 SF

765
1760
1755
1750
1745
1740
ROPOSED
GRADE
XISTING
GRADE
HW 2 AND HW 4
/`
WIAND EW3
SEE SHEET 3
FOR RIPRAP
CROSS-SECTION
90'- " 60" R
P@
90'- " 72" RCP@
1.11%
760
750
740
0+00 0+50 1+00 1+50 2+00
s
1
EXISTING SANITARY SEWER
EXISTING CREEK FLOWLI E
EXISTING SANITARY SEWER M N
1-60" AND 1-72" �CP PIPES WITH COP
ENDWA�L PER NCDOT STAN
l I
TEMPORARY �C
DIVERSION \
I
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it
IMPACT LEGEND
LLLLLLLLLLLLL
LLLLLLLLLLLLL
TEMPORARY
LLLLLLLLLLLLL
LLLLLLLLLLLLL
LLLLLLLLLLLLL
IMPACT
PERMANENT
IMPACT
PERMANENT
RIPRAP NO
FUNCTIONAL LOSS
/
/
/
/ STREAM S1
TEMPORARY- 6 SF (82.50 LF)
/ PERMAN-516.763 SF (93.63
PEM ENT RIPRAP NO
CTIONAL LOSS
0 0 281 SF (61.79 LF)
�i
r An
1111111111ft-11.4011ill WIN MM.
360
�_1
�55
755
750
745
750
740 I ' 740
0+50 0+75
UPSTREAM
760
r.
755
750
745
750
740 740
0+50 0+75
DOWNSTREAM
58 ,
1,
,c
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft
STREAM
1 M PACT
NUMBER
I M PACT
SPECIFICATION
S1
TEMPORARY 386 SF (82.50 LF
S1
PERMANENT 516.763 SF (93.631 LF)
S1
PERMANENT NO FUNCTIONAL
LOSS 281 SF (61.79 LF)
WETLAND 713-----
TEMPORARY
697 SF (0.016 AC)
\
RETAINING
WALL
X
LLL
X LLLLL
LLLLLLL
LLLLLLLLLL
LLLLLLLLLLLLL
LLLLLLLLLLLLL
LLLl I I I LLLLLL /
LLLLLLLI - /
'K I I I I I l I I I I I I L� /
1-B
WETLANDS
1 M PACT
I M PACT
NUMBER
SPECIFICATION
AREA
W7A
PERMANENT
11757 SF
W7A
TEMPORARY
156 SF
W713
TEMPORARY
697 SF
W8A
PERMANENT
133 SF
W8A
TEMPORARY
21 SF
W813
PERMANENT
117 SF
W8B
TEMPORARY
23 SF
\
r r/
WETLAND W8A
TEMPORARY /
\ \ 21 SF (0.00002 AC) // r
PERMANENT
\ 133 SF (0.003 AC) /
\ \ / UTILITY EASEMENT
64
WETLAND W8B .
TEMPORARY /
\ SF (0.00002 AC)
PERMANENT
\ (0.003 AC)
1-C
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PREPARED FOR USE
ON THE SPECIFIC SITE,
NAMED HEREON,
CONTEMPORANEOUSLY
WITH ITS ISSUE
DATE AS LISTED, HEREON. AND IT IS NOT
SUITABLE FOR USE
ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE OF
THIS DRAWING FOR REFERENCE OR EXAMPLE
ON ANOTHER PROJECT
REQUIRES THE
SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS.
REPRODUCTION
OF THIS DRAWING FOR REUSE ON
ANOTHER PROJECT
IS NOT AUTHORIZED
AND MAYBE CONTRARY TO THE LAW.
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JOB NUMBER:
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CHECKED BY:
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ALP/EDS/jMAC
DATE:
2022
SHEET TITLE:
I M PACT MAP -
AREA 1
SHEET NO.:
2

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ONCE CONSTRUCTION ACCESS IS NO LONGER NEEDED THE STREAM(S) WILL BE RESTORED TO
PRE-EXISTING CONDITIONS.
THE STREAM BED ELEVATIONS WILL BE RESTORED. IF ANY STREAM BED MATERIAL IS EXCAVATED, IT
WILL BE STOCKPILED THEN USED TO RESTORE THE STREAM.
DISTURBED STREAM BANKS WILL BE RE-ESTABLISHED AND STABILIZED USING COIR MATTING AND A
RIPARIAN SEED MIXTURE.
STREAM
I M PACT
I M PACT
NUMBER
SPECIFICATION
S2
TEMPORARY 13 SF (4.84 LF)
S2
PERMANENT 115.139 SF (21.823 LF)
PERMANENT NO
S2
FUNCTIONAL LOSS
42 SF (15.91 LF)
/ STREAM S2
TEMPORARY-13 SF (4.84 LF)
I PERMANENT-115.139 SF (21.
PERMANENT NO
f I FUNCTIONAL LOSS- 42 SF (15
CB 631
`SS
SS —
SS-_
� ASS
2-A
INSTALL TOP OF RIPRAP
TO MATCH PRECONSTRUCTION
STREAM CONTOUR
RIP RAP
OUTLET
Using NYSDOT Method
7��
EXISTING
GRADE
OUTLET
N0.
PIPE DIA.
(IN.)
VELOCITY
(FPS)
ZONE
STONE
SIZE
STONE
CLASS
WIDTH
(FT.)*
LENGTH
(FT.)
DEPTH
(IN.)
A
72" & 60"
1 9.06
4
13"
1
35.5
1 48
36
B
C
48"
5.01
2
6"
B
16
24
18
A - Nelson Creek Dr.
B- Murphy Meadow Rd. (Crossing eliminated)
C- Frontiersman Or.
*Downstream width, use 3x pipe diameter upstream (single pipe), 3x pipe diameter +center
to center distance between pipes upstream (multiple pipes).
WETLANDS
IMPACT
IMPACT
NUMBER
SPECIFICATION
AREA
W1A
PERMANENT
24 SF
W1A
TEMPORARY
19SF
WETLAND W1A 1
TEMPORARY
19 SF (0.0004 AC) \
PERMANENT
24 SF (0.0006 AC) I
L
1
219
11► I]�Ti��1�e1��b7
LLLLLLLLLLLLL
-LLLLLLLLLLLLLL
TEMPORARY
LLLLLLLLLLLLL
LLLLLLLLLLLLL
IMPACT
LLLLLLLLLLLLL
PERMANENT
I M PACT
PERMANENT
RIPRAP NO
FUNCTIONAL LOSS
STREAM
I M PACT
I M PACT
NUMBER
SPECIFICATION
S3
TEMPORARY 15 SF (5 LF)
PERMANENT NO
S3
FUNCTIONAL LOSS
35 SF (11.73LF)
STREAM S3
TEMPORARY-15 SF (5 LF)
PERMANENT NO FUNCTIONAL
LOSS- 35 SF (11.73 LF)
2-C
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft
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THIS DRAWING WAS PREPARED FOR USE
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SITE, NAMED HEREON,
CONTEMPORANEOUSLY WITH ITS ISSUE
DATE AS LISTED, HEREON. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE
OR AT A LATER TIME. USE OF
THIS DRAWING FOR REFERENCE OR EXAMPLE
ON ANOTHER
PROJECT REQUIRES THE
SERVICES
OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS. REPRODUCTION
OF THIS DRAWING FOR REUSE ON
ANOTHER PROJECT IS NOT AUTHORIZED
AND MAYBE CONTRARY TO THE LAW.
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JOB NUMBER: 21-004
CHECKED BY:
DRAWN BY:
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DATE:
2022
SHEET TITLE:
IMPACT MAP
AREA 2
SHEET NO.:
3

1
2
3
X
STREAM
IMPACT IMPACT \\ \ \\ II
NUMBER SPECIFICATION\\
S4 TEMPORARY 23 SF (9.70 LF)
S4 PERMANENT 217.335 SF (114.498 LF) \
J ^�h
S4 PERMANENT NO FUNCTIONAL J H W 13
LOSS 49 SF (25.27 LF) / O
\ \ .
MH 91
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48" RCP PIPES \
WITH CONCRETE CB 675 \
ENDWALL PER
NCDOT STANDARDS
Stream Crossing Construction Sequence
(Frontiersman Drive)
Place silt fence around stream side and downstream side of by-pass channel.
Construct by-pass channel with lining as shown with the stream banks still in place at upper and
lower ends. This channel is to be stabilized immediately after construction.
In one work day remove lower "dam" extending lining as necessary. Remove upper "dam"
extending lining. Build a temporary sandbag dam across the stream to force flow into the by-
pass channel. Wrap the upstream side of the dam with plastic to reduce seepage through the
dam.
4. Construct culverts with headwalls as shown except that wing walls on the south side of the
culvert pipe will be delayed. Place fill (properly compacted) between pipes, on each side of
pipes and to at least one foot above the top of each pipe. If during construction of the pipes
and headwalls pounded water collects, it shall be pumped out through a silt sack.
5. Divert stream flow to pipes. Fill by-pass ditch with compacted soil.
6. Construct south side end walls.
7. Complete grading of road including water line, sewer line (if applicable), and low point storm
drain.
S. If a rain event during the construction of the culverts causes any ponded water within the
disturbed area, it is to be pumped out through a silt sack.
9. All grading activity will follow the stabilization schedule set on Sheet CD3.
BY-PASS CHANNEL
BOTTOM WIDTH 2'
SIDE SLOPE 1.5:1'
LINING CLASS 1 STONE (13") TO HEIGHT OF 2' ABOVE BOTTOM
SLOPE 6.724%
3-A
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STREAM S4 IMPACT
TEMPORARY - 23 SF (9.70 LF)
PERMANENT- 217.335 SF (114.498 LF) / C \
PERMANENT RIP RAP NO / \
/ FUNCTIONAL LOSS 49 SF (25.27 LF)
W,CB 774
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GRAPHIC SCALE
( IN FEET )
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IMPACT LEGEND
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LLLLLLLLLLLLL
LLLLLLLLLLLLL
LLLLLLLLLLLLL
LLLLLLLLLLLLL
LLLLLLLLLLLLL
TEMPORARY
IMPACT
PERMANENT
I M PACT
PERMANENT
RIPRAP NO
FUNCTIONAL LOSS
805
800
800
795
ROPOSED
GRADE
790
790
EXISTING,
GRADE
785
780
\
780
10
HW 1
775
W 11
" RCP@ 8.46%
711- " 5
Lima
770
SEE SHEET3--
FOR RIPRAP
770
CROSS-SECTI
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STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON THE SPECIFIC SITE, NAMED HEREON,
CONTEMPORANEOUSLY WITH ITS ISSUE
DATE AS LISTED, HEREON. AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE OF
THIS DRAWING FOR REFERENCE OR EXAMPLE
ON ANOTHER PROJECT REQUIRES THE
SERVICES OF PROPERLY LICENSED
ARCHITECTS AND ENGINEERS. REPRODUCTION
OF THIS DRAWING FOR REUSE ON
ANOTHER PROJECT IS NOT AUTHORIZED
AND MAYBE CONTRARY TO THE LAW.
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JOB NUMBER: 21-004
CHECKED BY:
DRAWN BY: ALP/EDS/jMAC
DATE: 2022
SHEET TITLE:
IMPACT MAP -
AREA 3
SHEET NO.:
4

.7 . 1 R
UTILITY NOTES
(REVISION 7 - NOVEMBER 2019)
STANDARD UTILITY NOTES (AS APPLICABLE):
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TOWN OF MOCKSVILLE
DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CONSTRUCTION STANDARDS, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
A) A DISTANCE OF 100 SHALL BE MAINTAINED BETWEEN SANITARY SEWER &ANY PRIVATE OR PUBL
IC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF
ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL
NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
B) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL
BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION
.ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT
LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
C) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES
OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF
CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
D) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER
FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
E) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24 MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS.
WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE
CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)
F) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL
SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE TOWN OF MOCKSVILLE PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE TOWN OF MOCKSVILLE PUBLIC UTILITIES
DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER
IS REQUIRED ON ALL REUSE MAINS
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED THE TOWN OF MOCKSVILLE
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM
ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE
7. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE
WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE
8. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
&/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11 NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
12. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED
APPURTENANCES MUST BE RATED FOR 200 PSI AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE
HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE WATER SYSTEM OWNER'S CONSTRUCTION
INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY THE WATER SYSTEM OWNER WHEN THEY ARE READY TO
BEGIN FILLING IN LINES AND COORDINATE WITH THE WATER SYSTEM OWNER TO WITNESS ALL PRESSURE
TESTING. THIS SHALL BE A 2 HOUR PRESSURE TEST WITHOUT A DROP GREATER THAN 5 PSI.
13. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH AWWA C651-14. ALL
: WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE CONSTRUCTION INSPECTOR
. AND TESTED IN A STATE CERTIFIED LABORATORY. THE SYSTEM SHALL NOT BE PLACED IN SERVICES UNTIL
LABORATORY RESULTS INDICATE THE ABSENCE OF ANY COLIFORM BACTERIA.
GENERAL NOTES:
1. ALL PUBLIC WATER AND SEWER MATERIALS AND CONSTRUCTION SHALL BE IN
AC
CORDANCE WITH THE TOWN
OF MOCKSVILLE STANDARDS AND SPECIFICATIONS.
1-800-632-4949 CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL
2. CONTRA
( )
TO LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE EXISTING
UTILITIES AND NOTIFY THE PROJECT ENGINEER (919-469-1101) OF ANY
CONFLICTS.
4. ALL BOUNDARY AND FIELD TOPOGRAPHY PROVIDED BY JORDAN GRANT & ASSOCIATES, PLLC.
Mix Composition
29.9% Sorghastrum nutans,'Scout'
20.0% Elymus Virginicus, PA Ecotype (Virigina Wildrye, PA Ecotype)
20.0% Panicum virgatum,'Carthage', NC Ecotype (Switchgrass,'Carthage,' NC Ecotype)
10.0% Panicum anceps, Eastern Shore MD Ecotype (Beaked Panicgrass, Coastal Plain NC Ecotype)
5.0% Chasmanthium latifolium, WV Ecotype (River Oats, WV Ecotype)
Coastal Plain NC Ecotype Redto Panic rass Coastal Plain NC Ecotype)
5.0% Panicum rigidulum, typ ( p, g Yp )
3.0% Chamaecrista fasciculata, FL Ecotype (Partridge Pea, FL Ecotype)
2.0% Carex Vulpinoidea, PA Ecotype (Fox sedge, PA Ecotype)
0
2.0% Coreop
sis lanceola to Lanceleaf Coreo sis
( p )
2.0% Rudbeckia hirta (Blackeveyed Susan)
0.5%Juncus effusus, Coastal Plain NC Ecotype ( Soft rush, Coastal Plain NC Ecotype)
0.4% Vernonia noveboracensis, PA Ecotype (New York Ironweed, PA Ecotype)
0.2% Helenium autumnale, NJ Ecotype (Common Sneezeweed, NJ Ecotype)
SEEDING RATE 20 LB PER ACRE (WITH GRAIN RYE COVRER CROP AT 30 LBS PER ACRE SEPTERMBER 1 TO APRIL 31)
POTABLE WATER SUPPLY WELL DECOMMISSIONING/ABANDONMENT SPECIFICATIONS
ONE OR MORE POTABLE WATER SUPPLY WELLS HAVE BEEN IDENTIFIED ON THE PROPERTY
LOCATED NEAR THE RESIDENCES. THE CONTRACTOR SHALL CONFIRM THE WELL SPECIFICATIONS, AND ABANDON THE WELLS IN ACCORDANCE WITH THE
REQUIREMENTS OF THE STATE OF NORTH CAROLINA, TOWN OF MOCKSVILLE, AND THE REQUIREMENTS OF THESE SPECIFICATIONS. ONLY A CERTIFIED WELL
CONTRACTOR REGISTERED WITH TOWN OF MOCKSVILLE AND THE STATE OF NORTH CAROLINA MAY ABANDON THE WELL.
THE CONTRACTOR SHALL COMPLETE AND SUBMIT A TOWN OF MOCKSVILLE APPLICATION FOR WELL REPAIR /ABANDONMENT PERMIT TO THE TOWN OF
MOCKSVILLE DEPARTMENT OF ENVIRONMENTAL SERVICES (WCDES). PRIOR TO THE PERMANENT ABANDONMENT PROCEDURES, THE CERTIFIED CONTRACTOR
ABANDONING THE WELL SHALL PROVIDE A MINIMUM OF 24-HOURS ADVANCE NOTICE TO THE WCDES, ENVIRONMENTAL HEALTH DIVISION, AND RECEIVE
APPROVAL AND A TOWN OF MOCKSVILLE PERMIT NUMBER.
THE CONTRACTOR SHALL CONFIRM THAT THE WELL SYSTEM HAS BEEN DE -ENERGIZED PRIOR TO ANY DEMOLITION ACTIVITIES. WELL DECOMMISSIONING/
INCLUDES THE REMOVAL OF THE WELL HOUSE SUPPLY LINES AND ALL MATERIALS FT 1N THE
ABANDONMENTLE H BOREHOLE/WELL. THE TOP FIVE FEET SHALL
BE BACKFILLED WITH MATERIAL APPROPRIATE FOR THE INTENDED LAND USE. THE WELL SHALL BE ABANDONED IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES,DIVISION OF WATER QUALITY, REGULATIONS FOR ABANDONMENT OF WELLS (15A NCAC 02C .0113 ABANDONMENT
OF WELLS) AND AS DESCRIBED HEREIN.
THE PERMANENT ABANDONMENT OF THE WATER SUPPLY WELLS SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING PROCEDURES:
1. ALL CASING AND SCREEN MATERIALS MAY BE REMOVED PRIOR TO INITIATION OF
ABANDONMENT PROCEDURES, IF SUCH REMOVAL WILL NOT CAUSE OR CONTRIBUTE TO
CONTAMINATION OF THE GROUNDWATERS. ANY CASING NOT GROUTED IN ACCORDANCE WITH
15A NCAC 02C .0107(F) SHALL BE REMOVED OR GROUTED IN ACCORDANCE WITH 15A
NCAC 02C .0107(F).
2. THE ENTIRE DEPTH OF THE WELL SHALL BE SOUNDED BEFORE IT IS SEALED TO ENSURE FREEDOM FROM OBSTRUCTIONS THAT MAY INTERFERE WITH
SEALING OPERATIONS.
3. THE WELL SHALL BE DISINFECTED IN ACCORDANCE WITH RULE .0111(B)(1)(A) THROUGH
.0111(B)(1)(C) OF THIS SECTION.
4. IN THE CASE OF GRAVEL -PACKED WELLS IN WHICH THE CASING AND SCREENS HAVE NOT BEEN REMOVED, NEAT -CEMENT OR BENTONITE SLURRY
GROUT SHALL BE INJECTED INTO THE WELL COMPLETELY FILLING IT FROM THE BOTTOM OF THE CASING TO THE TOP.
ED IN UNCONSOLIDATED FORMATIONS SHALL BE COMPLETELY FILLED WITH GROUT BY INTRODUCING
5. WELLS CONSTRUCT IT THROUGH A PIPE
EXTENDING TO THE BOTTOM OF THE WELL WHICH CAN BE RAISED AS THE WELL IS FILLED.
6. WELLS CONSTRUCTED IN CONSOLIDATED ROCK FORMATIONS OR THAT PENETRATE ZONES OF CONSOLIDATED ROCK MAY BE FILLED WITH GROUT,
SAND, GRAVEL OR DRILL CUTTINGS OPPOSITE THE ZONES OF CONSOLIDATED ROCK. THE TOP OF ANY SAND, GRAVEL OR CUTTING FILL SHALL TERMINATE AT
LEAST 10 FEET BELOW THE TOP OF THE CONSOLIDATED ROCK OR FIVE FEET BELOW THE BOTTOM OF CASING IN A MANNER TO ENSURE COMPLETE FILLING OF
THE CASING, AND EXTEND UP TO LAND SURFACE. FOR ANY WELL IN WHICH THE DEPTH OF CASING OR THE DEPTH OF THE BEDROCK IS NOT KNOWN OR
CANNOT BE CONFIRMED, THE ENTIRE LENGTH OF THE WELL SHALL BE FILLED WITH GROUT UP TO LAND SURFACE.
THE CERTIFIED WELL CONTRACTOR SHALL COMPLETE A NCDENR FORM GW-30 WELL
ABANDONMENT RECORD. THE CONTRACTOR SHALL SUBMIT A COPY TO THE OWNER, AND THE ORIGINAL SHALL BE SUBMITTED TO THE DIVISION OF WATER
QUALITY WITHIN 30 DAYS OF COMPLETION AT THE FOLLOWING ADDRESS.
NCDENR, DIVISION OF WATER QUALITY
ATTN: INFORMATION MANAGEMENT
450 WEST HANES MILL ROAD SUITE 300
WINSTON SALEM, NC 27105
SUBMIT THE FOLLOWING DOCUMENTATION TO AMERICAN ENGINEERING WITHIN TWO -WEEKS
FOLLOWING THE COMPLETION OF THE WELL ABANDONMENT:
1. DIGITAL PHOTOGRAPHS DOCUMENTING THE WELL CLOSURE ACTIVITIES.
2. COPIES OF PERMITS, FORMS, DRILLER LICENSES, ETC.
SEPTIC SYSTEM ABANDONMENT SPECIFICATIONS
EXISTING/OR ABANDONED RESIDENCES ON THE PROJECT SITE MAY BE SERVICED BY AN ON -SITE BELOW -GRADE SEPTIC SYSTEM.
IF FOUND THE CONTRACTOR SHALL CONFIRM THE LOCATION AND ABANDON THE SEPTIC SYSTEM IN
ACCORDANCE WITH THIS SECTION. FOR THE PURPOSES OF BUDGETING AND SCOPE, ASSUME THAT
00 G THAT THE LEACH FIELD I
THE SEPTIC TANK HAS A CAPACITY OF 1,0 GALLONS A O S AND N H IS COMPRISED OF C
300 FEET OF DISCHARGE LINE.
1. HAVE AN APPROVED HAULER PUMP THE LIQUID, SLUDGE AND SCUM FROM ALLTHE TANKS IN THE SYSTEM AND ENSURE PROPER DISPOSAL OF THESE
WASTES.
2. DISCONNECT POWER AT THE SOURCE TO ANY ELECTRICAL CONTROLS AND REMOVE ALL CONTROLS AND PANELS.
3. REMOVE THE TANKS AND DISPOSE OF PROPERLY OFF -SITE.
4. PROVIDE AND COMPACT CLEAN BACKFILL TO BRING THE EXCAVATION TO NATURAL GRADE AND ESTABLISH A VEGETATIVE COVER.
S. REMOVE ALL PARTS OF THE DRAINFIELD ON THE GROUND SURFACE (SUCH AS VALVES, VALVE BOXES AND RISERS), BACKFILL THE AREA TO A NATURAL
GRADE AND ESTABLISH A VEGETATIVE COVER.
6. COAT ALL SURFACE AREAS EXPOSED TO EFFLUENT WITH HYDRATED LIME AND ESTABLISH A VEGETATIVE COVER.
SUBMIT THE FOLLOWING DOCUMENTATION TO AMERICAN ENGINEERING WITHIN TWO -WEEKS
FOLLOWING THE COMPLETION OF THE SEPTIC SYSTEM ABANDONMENT:
1. DIGITAL PHOTOGRAPHS DOCUMENTING THE SEPTIC SYSTEM CLOSURE ACTIVITIES.
2. DOCUMENTATION OF PROPER DISPOSAL OF WASTE, TANKS, ETC.
3. COPIES OF PERMITS, FORMS, LICENSES, ETC.
STANDARD CONSTRUCTION NOTES:
1) THE CONTRACTOR WILL NOTIFY THE TOWN OF MOCKSVILLE, UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS PRIOR TO
CONSTRUCTION COMMENCING. PRIOR TO CONSTRUCTION, THE REGISTERED PROFESSIONAL ENGINEER (PE) AND THE UTILITY CONTRACTOR SHALL
ATTEND A PRE -CONSTRUCTION MEETING WITH TOWN OF MOCKSVILLE. THE OWNER/DEVELOPER MAY ATTEND THIS MEETING IF DESIRED.
2) ONCE THE PROJECT IS APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) THEN WILL MARK THE UTILITY
PLANS "RELEASED FOR CONSTRUCTION." THE UTILITY CONTRACTOR MUST WORK OFF THE UTILITY PLANS RELEASED. IF THE UTILITY CONTRACTOR
IS WORKING FROM OTHER PLANS THEN THE CONSTRUCTION MUST STOP UNTIL THE UTILITY PLANS MARKED "RELEASED FOR CONSTRUCTION" ARE
ISSUED BY TOWN OF MOCKSVILLE.
RECORD WILL REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH TOWN OF
3) THE DEVELOPERS ENGINEER OF REC MOCKSVILLE SPECIFICATIONS
PRIOR TO SUBMITTAL TO TOWN OF MOCKSVILLE. THE SHOP DRAWING SUBMITTAL TO TOWN OF MOCKSVILLE SHALL INCLUDE A COVER LETTER BY
THE DEVELOPERS ENGINEER OF RECORD CERTIFYING CONFORMANCE WITH TOWN OF MOCKSVILLE SPECIFICATIONS AND SUMMARIZING ANY
EXCEPTIONS OR CONCERNS RELATIVE TO APPROVED DRAWINGS AND/OR TOWN OF MOCKSVILLE STANDARDS.
4) ALL WATER MAINS, VALVES, FITTINGS AND APPURTENANCES SHALL BE HYDROSTATICALLY TESTED AS PER TOWN OF MOCKSVILLE SPECIFICATIONS.
5) ALL WATER SAMPLES FOR BACTERIA TESTING WILL BE COLLECTED BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF TOWN OF
MOCKSVILLE.
6) THE CONTRACTOR WILL COORDINATE WITH THE TOWN OF MOCKSVILLE, UTILITY CONSTRUCTION INSPECTOR TOWN OF MOCKSVILLE FOR REGULAR
INSPECTION VISITATIONS AND ACCEPTANCE OF THE SYSTEM.
7) THE DEVELOPER SHALL, AT HIS EXPENSE, RETAIN THE SERVICES OF THE ENGINEER OF RECORD FOR THE PURPOSES OF PROVIDING NECESSARY
INSPECTIONS AND SUPERVISION OF THE CONSTRUCTION WORK, RECORD DRAWINGS AND ENGINEER CERTIFICATIONS. THE ENGINEER IS
RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND THE
APPROVED PLANS AND SPECIFICATIONS. THE ENGINEER SHALL SUPPLY TOWN OF MOCKSVILLE WITH FIELD REPORTS WHEN EACH INSPECTION IS
MADE.
8) UPON COMPLETION AND ACCEPTANCE OF THE SYSTEM, THE ENGINEER WILL FILE A LETTER OF CERTIFICATION THAT THE PROJECT HAS BEEN BUILT
IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AS APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES / DIVISION OF ENVIRONMENTAL HEALTH -PUBLIC WATER SUPPLY SECTION WITH A COPY TO TOWN OF MOCKSVILLE.
9)THE ENGINEER MUST FILE WITH TOWN OF MOCKSVILLE, FOUR (2) 24" X 36" BLUEPRINTS (BOND PRINTS) OF THE "AS -BUILT" OR "RECORD"
DRAWINGS FOR ALL CONSTRUCTION IN PLACE. THESE DRAWINGS MUST BE SEALED BY THE REGISTERED PROFESSIONAL ENGINEER WITH HIS
SIGNATURE AND MARKED "RECORD DRAWINGS." ANY AND ALL FIELD CHANGE ORDERS THAT WERE MADE DURING CONSTRUCTION SHALL BE
PROPERLY DOCUMENTED IN THE "AS -BUILT RECORD" DRAWINGS. THE "RECORD DRAWINGS" SHALL INCLUDE ALL LOT NUMBERS, WATER VALVES,
VALVE MARKERS, WATER METER SETTERS, FIRE HYDRANTS, BLOW OFF ASSEMBLIES, MANHOLES, SEWER CLEAN OUTS, AIR RELEASE VALVES, AND
SEWER LIFT STATIONS AS INSTALLED BY THE CONTRACTOR.
10) A DIGITAL COPY OF THE "RECORD DRAWINGS" MUST BE SUBMITTED TO TOWN OF MOCKSVILLE. PREFERABLY, THE DIGITAL COPY OF THE
"RECORD DRAWINGS" SHOULD BE PRODUCED IN AUTOCAD (.DWG) OR (.DXF) FORMAT.
11) THE "RECORD DRAWINGS" THAT INCLUDE GRAVITY SEWER LINE EXTENSIONS, SEWER LIFT STATION(S) AND/OR SEWER FORCE MAINS WILL
CONTAIN THE FOLLOWING DETAILED INFORMATION:
A. LOT NUMBERS THAT WILL BE SERVED BY THE SEWER SYSTEM WILL BE CLEARLY IDENTIFIED ON EACH PAGE OF THE "AS -BUILT" OR
"RECORD" DRAWINGS,
9 B. THE DISTANCE FOR EACH SEWER SERVICE LATERAL SHALL BE MEASURED FROM THE DOWN GRADE MANHOLE ALONG THE SEWER
MAIN TO THE CONNECTING WYE AND ASSOCIATED SEWER CLEANOUT FOR EACH LOT,
9 C. THE DIRECTION FOR EACH SEWER SERVICE LATERAL SHALL BE MARKED AS LEFT OR RIGHT FACING UP GRADE FROM THE NEAREST
DOWN GRADE MANHOLE.
B. DIRECTIONAL ARROWS SHALL BE PLACED ON EACH SEWER LINE (GRAVITY AND FORCE MAIN) ON THE OVERALL LAYOUT SHEET FOR EACH
PHASE OR SECTION OF THE SEWER SYSTEM.
12) THE ENGINEER WILL SUBMIT IN WRITING THAT ITEMS 1 THROUGH 11 ARE COMPLETE AND THAT WARRANTY WILL BEGIN ON THE DATE WHEN
THE SYSTEM HAS BEEN ACCEPTED BY NCDEQ AND TERMINATE 12 MONTHS THEREAFTER.
13) THE CONTRACTOR WILL NOTIFY TOWN OF MOCKSVILLE WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE THIS WITH THE
TOWN OF MOCKSVILLE, UTILITY CONSTRUCTION INSPECTOR TOWN OF MOCKSVILLE.
14) PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES
MUST BE FLUSHED WITH THE GROUND LEVEL AND THE SETTERS ARE TO BE A MINIMUM OF 8" BELOW THE BOX LID,
INDICATING THE TOTAL COST OF THE WATER AND/OR SEWER SYSTEMS
15) THE ENGINEER WILL PROVIDE A STATEMENT IN OS / (. )
16) WATER SERVICE WILL BEGIN ONLY UPON SUBMISSION OF FINAL CERTIFICATION AND WARRANTY ACCEPTANCE BY THE DISTRICT.
17) UPON RECEIPT OF FINAL CERTIFICATIONS, A COPY WILL BE FORWARDED TO TOWN OF MOCKSVILLE, UTILITY CONSTRUCTION INSPECTOR TOWN
OF MOCKSVILLE FOR A FINAL INSPECTION.
18) THE DEVELOPER/CONTRACTOR WILL BE JOINTLY RESPONSIBLE FOR ANY REPAIRS MADE DURING THE WARRANTY PERIOD. TOWN OF
MOCKSVILLE WILL PROVIDE MAINTENANCE WHEN REQUESTED AND BILL THE DEVELOPER/CONTRACTOR.
19) TOWN OF MOCKSVILLE REQUIRES THAT THE CURRENT WATER AND SEWER SYSTEM DEVELOPMENT FEES BE PAID IN ACCORDANCE WITH THE
LATEST TOWN OF MOCKSVILLE WATER AND SEWER USE ORDINANCE.
20) FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS
OPERATION SHALL BECOME THE RESPONSIBILITY OF THE DEVELOPER FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE TOWN OF
MOCKSVILLE UTILITY CONSTRUCTION INSPECTOR AND THE TOWN OF MOCKSVILLE FIRE MARSHAL.
21) ALL FIRE HYDRANTS INSTALLATIONS IN TOWN OF MOCKSVILLE MUST MEET ALL REQUIREMENTS ESTABLISHED BY THE TOWN OF MOCKSVILLE
FIRE MARSHAL'S OFFICE. ALL FIRE HYDRANTS INSTALLATIONS MUST BE INSPECTED BY TOWN OF MOCKSVILLE DEPUTY FIRE MARSHAL. THE
CONTRACTOR SHALL NOTIFY AT THE FIRE MARSHAL ONCE THE CONSTRUCTION IS COMPLETE TO REQUEST A SITE INSPECTION OF ALL FIRE
HYDRANTS INSTALLATIONS.
MAINTENANCE OF EROSION CONTROL MEASURES
SILT FENCE MAINTENANCE - INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE OUTLETS - SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL. IF DAMAGED, THEY SHALL HAVE FABRIC, POSTS OR
WIRE BACKING REPLACED TO RESTORE TO ORIGINAL CONDITION.
TREE PROTECTION FENCE MAINTENANCE - CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION. TAKE THESE STEPS AFTER ALL
MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE SITE:
-REMOVE TREE PROTECTION ZONE FENCES.
-PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES, REPAIR
ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
-REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT SPREAD PEAT MOSS OR MOISTTOPSOIL
OVER EXPOSED ROOTS.
-REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS SHOWN IN
FIGURE 6.05D, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
-CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS AS SHOWN
IN FIGURE 6.05D TO AVOID PEELING BARK FROM HEALTHY AREAS OF THE TREE.
CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR INSECT -INFESTED TREES. REDUCE TREE
STRESS CAUSED BY UNINTENDED CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE.
CONSULT YOUR TREE EXPERT IF NEEDED.
INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION,
WHY THOSE MEASURES WERE TAKEN, AND HOW THE EFFORT CAN BE CONTINUED.
CONSTRUCTION ENTRANCE - MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS
MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
SOIL STOCKPILE AREAS OTHER GRASS AR MAINTENANCE - BE RESEEDED AS NECESSARY. S STOCKPILE AR SHALL
/ GRASSED AREAS MAINT NCE GRASS AREAS SHALL EDED ECESSAR OILS OCK AREAS SHA BE SEEDED
WHEN THEIR USE IS COMPLETE.
TEMPORARY SEDIMENT TRAP - INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (Ya INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE PART OF THE
GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5
FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY
RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE
AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
SEDIMENT BASINS - INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH.
PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
CONCRETE WASHOUT - IT SHALL BE CLEANED PERIODICALLY AS NEEDED. IC LINER IS DAMAGED ITS SHALL BE REPLACED.
C EEDE IF THE PLASTIC HA LACE
BAFFLES - INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL I STORAGE VOLUME FOR NEXT IN TO ES L TO PROVIDE ADEQUATE THEN RA AND EDUCE PRESSURE ON
THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES CLEANOUT REPLACE IF DAMAGED G CLEANOUT OP DURING EANOUTAND E DURING NOUT OPERATIONS.
DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND INSTABLE SEDIMENT DEPOSITS, BRING
THE AREA TO GRADE, AND STABILIZE IT.
ROLLED EROSION CONTROL PRODUCTS -
13NSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR
IMMEDIATELY.
2.GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4.I17 EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
S.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
SKIMMERS - INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
HALF INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE
HEIGHT F THE FIRST BAFFLE. PULL SKIMMER T N O BA L THE O ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIME
NT FROM
THE ENTIRE BASIN, NOT J UST AROUND THE SKIMMER OR THE FIRST CELL, MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD
DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN
AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE
DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IFSO REMOVE THE DEBRIS.
IF THE SKIMMER AND/ OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
GRASSED LINED CHANNEL- DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL.AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERYHEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK
THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALLTIMES, SINCE IT IS THE
PRIMARY EROSION PROTECTION FOR THE CHANNEL (PRACTICE 6.11, PERMANENT SEEDING).
RIP -RAP CHANNEL -INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION
TO THE OUTLET AND INLET SECTIONS ANDOTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS, AND
LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO THE CHANNEL
IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
OUTLET STABILIZATION STRUCTURE - INSPECT RIPRAP OUTLETSTRUCTURES WEEKLY AND AFTERSIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE
TEMPORARY SILT DITCH - SHALL BE INSPECTED AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT RAINFALL. IF SIGNIFICANT EROSION OF THE DITCH IS
HAPPENING IT SHALL BE REGRADED. ANY BREACH OF THE DOWNHILL SIDE BERM SHALL BE FIXED IMMEDIATELY.
WATTLES/COMPOST SOCK - INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE
ACCUMULATED SEDIMENT AND ANY DEBRIS, THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK
MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED
ROCK PIPE INLET PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH S1GNIFIC,E+:'4T (1& INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. .
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALLTHE UNSTABLE SEDIMENT. SMOOTH
THE O WITH THE ADJOINING AREAS AND PROVIDE D C AREAT BLEND W E PERMANENT GROUND OVER (SURFACE STABILIZATION).
Y:\Jobs\18-107 Powell Property\Documents,Reports\Erosion Control Maintenance.docx 12/26/19, rev. 1/9/20, rev. 2/5/20, rev. 1/6/21,3-9-22
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CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
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MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION 300 GALS/ACRE
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AUG 15 -NOV 1 . TALL FESCUE OR HARD FESCUE
PLANTING RATE
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300 LB./ACRE
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MAR 1- APR 15 TALL FESCUE OR HARD FESCUE
300 LB./ACRE
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WEEPING LOVE GRASS 300 LB./ACR
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35 LB./ACRE
CONSULT EROSION CONTROL OFFICER OR NRCS FOR ADDITIONAL ALTERNATIVES FOR VEGETATING
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DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
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***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE
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MOWING TO KEEP FESCUE FROM BEING SHADED OUT.
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SHOULDERS, SIDE DITCHES, SLOPES
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35 LB./ACRE
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AND TALL FESCUE
30 LB./ACRE
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ADD ABRUZZI RYE OR ANNUAL RYE
70 LB./ACRE
CONSULTEROSION ALTERNATIVESFOR
CONTROL OFFICER OR NRCS FOR ADDITIONAL 120 LB./ACRE
VEGETATING DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 25 LB./ACRE
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VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE
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MOWING TO KEEP FESCUE FROM BEING SHADED OUT.
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STIPULATION
FORREUSE
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CONSTRUCTION SEQUENCE FOR PHASE 2, NELSON 'S CREEK SHALL BE AS FOLLOWS:
THIS DRAWING WAS PREPARED
FOR USE
ON THE SPECIFIC SITE, NA
ED HEREON,
CONTEMPORANEOUSLY W
ITS ISSUE
DATE AS LISTED HEREON. A
D TI N 0 T IS
1. 401/404 APPROVAL MUST BE OBTAINED PRIOR TO START OF START OF THE PROJECT.
SUITABLE FOR USE ON
DIFFERENT
i� -
PROJECT SITE OR AT A LA E .TT ! IME. USE OF
THIS DRAWING. FOR REFERENCE
OR EXAMPLE
2. OWNER SHALL OBTAIN NCG01 PERMIT. THERE MAY BE A FEE FOR THIS. I
ON ANOTHER PROM REQUIRES THE
SERVICES OF PROPERLY LICENSED
3. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE WATERSHED MANAGER, OBTAIN LAND
AROii'IECTS AND ENGINEERS. REPRODUCTION
DISTURBING PERMIT.
OF THIS DRAWING FOR
ANOTHER PROJECT IS NOT
REUSE ON
AUTHORIZED
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4. TREE PROTECTION FENCES, SILT FENCES AND CONSTRUCTION ENTRANCE SHALL BE INSTALLED AS
AND MAY BE CONTRARY TO
THE LAW.
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SHOWN ON THE EROSION CONTROL SHEETS. CLEAR ONLY ASNECESSARY TO INSTALL THESE DEVICES.
SEED ALL RESULTING BARE AREAS IMMEDIATELY AFTER CONSTRUCTION.
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5. AFTER APPROVAL FROM THE WATERSHED MANAGER, CONSTRUCTION OF SEDIMENT BASINS WHICH
EMPTY DIRECTLY OFF -SITE MAY BEGIN.SILT DITCHES LEADING TO THESE SEDIMENT BASINS SHOULD BE
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CONSTRUCTED.
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6. ONCE APPROVED BY THE WATERSHED MANAGER, GRADING MAY BEGIN IN THE AREAS COVERED BY THE
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SEDIMENT BASINS WHICH HAVE BEEN CONSTRUCTED.
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7. CONSTRUCT THE FOLLOWING STORM DRAIN PIPE SYSTEMS USING SILT FENCES TO PROTECT AREAS
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WHICH MUST BE BARED:
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700-701-702-702A-706-708-709
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8. WHEN CONDITIONS ALLOW EACH INTERIOR SEDIMENT BASIN SHALL BE CONNECTED TO THESE PIPE
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SYSTEMS. SILT DITCHES ALL BE CONSTRUCTED. BA
S S LEADING TO EACH SEDIMENT BASIN SHALL CONSTRUC AS EACH SIN
AND
A SILT DITCHES ARE CONSTRUCTED, GRADING MAY BEGIN IN THE AREA WHICH DRAINS TO IT.
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9. GENERAL GRADING MAY BEGIN. WHERE SEWER LINES BEING CONSTRUCTED CROSS SEDIMENT BASIN
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SLOPES, THE BACKFILL SHALL BE COMPLETED THE SAME DAY, TO THE EXTENT POSSIBLE.
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10. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL.
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11. SEED AND MULCH DENUDED AREA INCLUDING ANY CUT/FILL SLOPES WITHIN FOURTEEN (14) DAYS AFTER
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FINISHED GRADES ARE ESTABLISHED.
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12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND IS ESTABLISHED.
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13. AS EACH CATCH BASIN OR YARD INLET IS INSTALLED, IT SHALL HAVE INLET PROTECTION INSTALLED.
THIS IS TO REMAIN IN PLACE UNTIL ALL AREAS WHICH DRAIN TO IT ARE STABILIZED OR PAVED.
1' "
14. CONSTRUCTION OF THE GREENWAY TRAIL IS TO BE DELAYED UNTIL THE CONFLICTING SEDIMENT BASINS
it
JOB NUMBER. ;) !
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21-004
ARE REMOVED. THE GREENWAY TRAIL IS TO HAVE SILT FENCE ON THE DOWNHILL SIDE AND TREE FENCE
(�
. ON THE UPHILL SIDE.
CHECKED BY: j
15. WHEN ALL CONTRIBUTARY AREAS ARE STABILIZED, OBTAIN APPROVAL FROM THE WATERSHED MANAGER
DRAWN BY: ALP/E
S/jMAC/IAR
,
TO CLOSE EACH SEDIMENT BASIN. .
.
11
DATE:
2022
16. AS EACH SEDIMENT BASIN IS REMOVED, THE RESULTING BARE AREAS ARE TO BE SEEDED AND MULCHED.
FOR SEDIMENT BASINS TEMPORARILY TIED TO THE PERMANENT STORM DRAIN SYSTEM, THE RESULTING
SHEET TITLE:
HOLE IN THE DRAINAGE BOX SHALL BE PERMANENTLY PLUGGED.
l
17. REQUEST FINAL APPROVAL BY WATERSHED MANAGER AFTER VEGETATION IS ESTABLISHED..
�I
B. REMOVER
REMAINING
I a SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
GENERAL
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19,THEOWNER T 15 O FINALIZE THE PERMIT.
NCCi01 MI
-
NOTE
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Action ID Number: SAW-2022-00168 County: Davie
Permittee: C2C Land Development, LLC (Attn: Richard Denzler)
Project Name: Nelsons Creek at Mocksville / Country Lane / Davie County / residential
Date Verification Issued: 5/12/2023
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
[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 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

CESAW-RG (File Number, SAW-2022-00168)
A. Determination of Jurisdiction:
1. ❑ There are WATERS 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.
2. ❑ 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). This determination may be relied upon for a period not to exceed five
years from the date of this notification, provided there is no change in law or our published regulations or new
information that warrants revision of this determination.
3. ❑ There are WATERS 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). This determination may be relied upon for a
period not to exceed five years from the date of this notification, provided there is no change in law or our
published regulations or new information that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action.
However, you may request an approved JD, which is an appealable action, by contacting the Corps for further
instruction.
5. ® The jurisdictional areas within the above -described project area have been identified under a previous
action. Please reference jurisdictional determination issued 2/28/2022. Action ID: SAW-2022-00168.