20140176 Ver 1_ONSLO-2014-064 SPCA-NOV Response_20181107

Strickland, Bev
From: David Bunn <[e-mail]>
Sent: Wednesday, November 07, 2018 8:20 AM
To: Sams, Dan
Cc: Elijah Morton; Jennifer Morton Ward; Snider, Holley; Mairs, Robb L; Capito, Rachel A
CIV USARMY CESAW (US)
Subject: [External] Peyton Lake II - ONSLO-2014-064 SPCA-NOV Response
Attachments: SKM_C45818110707551.pdf, SKM_C45818110707550.pdf
Mr. Sams,
Attached are copies of correspondence and enclosures mailed to you in regards to the NOV response on the above -
referenced project.
Thank you,--
nnwirl A Rimn
Inspector / doh
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
910-455-3441 - Fax
Parkedacksonville.com
Q Virus -free. www.avast.com

L0
0
N
Legend
- -L=-
Ac. - Acreage
240 - Lot Number
— • — — - Wetlands Line
- Impact Area
QJ 252 RD Tr .J. `. +�
O
e lis
�••••.•••.t• `�: 268 'Wa 272`
. .. ¢� 253 �`..`.• .'�'
266 265
246 •, •'
254
•�• '� 264
255 } • • �•. 263 231
�jsF256 257
242 I PO
Section VI
241 �
261
233
260
234
59 235 229
258 '
Peytons -
Lake 323
322
321
278
a
– Sediment
115 , Impact #1 58 ,
+� 0.01 Ac.
/ Peyton Ridge, Section II
t • • • • • • / M.B. 64, Pg. 225
•218•^- �• / •–�
...........
223 �'•=•'–t,'••••••+•••••
221
rac
224 \
• • `
r
\135 i `134 i
r11331
r
226 �j 42 �'
Peytons Ridge,
Section III
_V
.123' M.B. 66, Pg. 159
�41;�
�'•
`40 i
248
OO249
Sediment
Impact
0.007 Ac.
247
`••••-•••�
.i'
274
251
• -� - • 269 270 271
27
QJ 252 RD Tr .J. `. +�
O
e lis
�••••.•••.t• `�: 268 'Wa 272`
. .. ¢� 253 �`..`.• .'�'
266 265
246 •, •'
254
•�• '� 264
255 } • • �•. 263 231
�jsF256 257
242 I PO
Section VI
241 �
261
233
260
234
59 235 229
258 '
Peytons -
Lake 323
322
321
278
a
– Sediment
115 , Impact #1 58 ,
+� 0.01 Ac.
/ Peyton Ridge, Section II
t • • • • • • / M.B. 64, Pg. 225
•218•^- �• / •–�
...........
223 �'•=•'–t,'••••••+•••••
221
rac
224 \
• • `
225
; �• • 44�
\03,��
226 �j 42 �'
_V
�41;�
�'•
`40 i
Peyton Ridge, Section I
Sediment
M.S. 62, Pg. 137
Impact
0.007 Ac.
39
• ; 38 i
275
238
276
Impact #3
�. Impact #3
Section VI
1. .�.
mens- • • •1 )
:t #4
Ac.
Peyton
�• Lake
`\\111111111//17
1% CAR®
O�ESS�O
�- ••
:4 SWT34i8
Wetlands Sediment Impact Overall Exhibit (Sheet 1 of 4)
Project: Owner:
PEYTO N S RIDGE Onslow Development
S CTION VI AND Group, LLC
121 Garnet lane
PEYTO NS LAKE
Jacksonville, North Carolina 28546
Swansboro Twp., Onslow Co., North Carolina [phone]
Date: 10/30/18
Scale: 1"=300'
Field book: N/A
File Name: Peytons VI - Wetlands Impact.dwg
Disk Name: Acad 2476
Drawn: KHW
Job No.: S121025-5487
GRAPHIC SCALE: 1"=300'
0 100 200 300 600
FEET
qa•
019,�d• ro"
zz
zo36C�ov111e
Notes:
SITE
NC Hwy. 24
Vicinity Sketch
0
F N
a
1. The purpose of this map is to show the areas in which
sediment has impacted the wetlands.
2. Wetlands line delineated by Pittman Soil Consulting;
Surveyed by Parker & Associates, Inc. in Feb. 2011,
Delineation approved by the U.S.A.C.O.E. on Sept. 26, 2011.
3. Limits of Sediment Impacts flagged by Division of
Water Resources and USACE and surveyed by
Parker & Associates, Inc. on 10/23/18.
4. All sediment shall be removed by hand labor
(buckets, shovels, and wheel barrows). No
mechanized equipment is allowed in the wetlands.
5. Once all sediment is removed, contact Robb Mairs
(910-796-7303) at the NCDEQ Division of Water
Resources for final verification.
TOTAL SEDIMENT IMPACT = 0.44 ACRES
TOTAL SEDIMENT DEPOSITED = 30,274.2 cu.ft.
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
ATLI
i❑

274
273
Peyton Ridge, Section III
M.B. 66, Pg. 159
X115 �
Sediment
Impact #1
0.01 Ac.
Legend
Ac. - Acreage
240 - Lot Number
— - Wetlands Line
- Impact Area
-L'. .
loll
J4E
0PI
A'elz
SITE
7a k��ville
NL Hwy. 24
Vicinity Sketch
Notes:
1. The purpose of this map is to show the areas in which
sediment has impacted the wetlands.
2. Wetlands line delineated by Pittman Soil Consulting;
Surveyed by Parker & Associates, Inc. in Feb. 2011,
Delineation approved by the U.S.A.C.O.E. on Sept. 26, 2011.
Z 3. Limits of Sediment Impacts flagged by Division of
' I _ Water Resources and USACE and surveyed by
�Y 7 Parker & Associates, Inc. on 10/23/18.
4. All sediment shall be removed by hand labor
(buckets, shovels, and wheel barrows). No
• I t mechanized equipment is allowed in the wetlands.
5. Once all sediment is removed, contact Robb Mairs
\ (910-796-7303) at the NCDEQ Division of Water
Resources for final verification.
\ SEDIMENT IMPACT #1= 0.01 ACRES
/ \ SEDIMENT DEPTH = 0.5'
TOTAL SEDIMENT DEPOS 1gt1�17'@ ft.
NA '1Z
16
SEAL ter;
349p? •
Wetlands Sediment Im act #1 Exhibit (Sheet 2 Of 4 %'s"
Project: Owner:
Date: 10/30/18
P�EMTONS RIDGE Onslow Development Scale: 1"=30'
Field book: N/A GRAPHIC SCALE: 1"=30'
Grou r LLC File Name: Pe ons VI - Wetlands Im act.dw
SECTION VI p �' p g 1° 2° 3° 60
121 Garnet Lane Disk Name: Acad 2476
Jacksonville, North Carolina 28546 Drawn: KHW
Job No.: S121025-5487 FEET
Swansboro Twp., Onslow Co., North Carolina [phone]
PARKER 8, ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
i

235
236
229
Sediment
Impact #2 /
228 0.007 ac. I ,
`• I' W
Project:
PEYTONS RIDGE
SECTION VI
Swansboro Twp., Onslow Co., North Carolina
238
\4/ \L/
2I
TOTAL SEDIMENT IMPACT #1 .01 ACRES
SEDIMENT DEPTH = 0.5'
TlS'I.T'AL SEDIMEN$'DEPO ED = 217.8 cy f
A
a
SITE
1 'son�lle NC Hwy. 24 ibOro
_ Vicinity Sketch
— —
—Notes:
�I 1. The purpose of this map is to show the areas in which
Peyton Ridge, Section I sediment has impacted the wetlands.
M.B. 62, Pg. 137 2. Wetlands line delineated by Pittman Soil Consulting; Surveyed by
Parker & Associates, Inc. in Feb. 2011, Delineation approved by
the U.5.A.C.O.E. on Sept. 26, 2011.
3. Limits of Sediment Impacts flagged by Division of Water
�I F Resources and USACE and surveyed by parker & Associates, Inc.
on 10/23/18.
r < 4. All sediment shall be removed by hand labor (buckets, shovels,
8 and wheel barrows). No mechanized equipment is allowed in the
Z N wetlands.
0 5. Once all sediment is removed, contact Robb Mairs(910-796-7303)
$ `z at the NCDEQ Division of Water Resources for final verification.
Impact #3 . Le amend
0.10 Ac. J \38 SEDIMENT IMPACT #2 = 0.007 ACRES
Ac. - Acreage SEDIMENT DEPTH = N/A
�i, TOTAL SEDIMENT DEPOSITED = N/A
�4�� i � N CARO e� ���•
• OAF oyy9 0 240 -Lot Number
S S
• q�
SEAL Wetlands ; — • • — • • — -Wetlands Line SEDIMENT IMPACT #3 = 0.10 ACRES
SEDIMENT DEPTH = 0.5'
' ` - Impact Area TOTAL SEDIMENT DEPOSITED = 2,178 cu.ft.
--
1
Wetlands Sediment Impact #2 & #3 Exhibit (Sheet 3 of 4)
Owner:
Onslow Development Date: 10/30/18 PARKER : ASSOCIATES, INC.
Scale: 1"=50' GRAPHIC SCALE: 1--50'
Field book: N/A Engineers - Surveyors - Planners
Group, LLC File Name: Peytons VI - Wetlands Impact.dwg 0 5o 100 Jacksonville, North Carolina
121 Garnet Lane Disk Name: Acad 2476 P.O. Box 976 - 306 New Bridge Street - 28540
Drawn: KHW
Jacksonville, North Carolina 28546 Job No.: S121025-5487 FEET Phone [phone] - www.ParkerJacksonville.com
[phone] 1 N.C. Firm License Number: F-0108
I
PQ
Project:
PEYTONS RIDGE
SECTION VI
Swansboro Twp., Onslow Co., North Carolina
238
\4/ \L/
2I
TOTAL SEDIMENT IMPACT #1 .01 ACRES
SEDIMENT DEPTH = 0.5'
TlS'I.T'AL SEDIMEN$'DEPO ED = 217.8 cy f
A
a
SITE
1 'son�lle NC Hwy. 24 ibOro
_ Vicinity Sketch
— —
—Notes:
�I 1. The purpose of this map is to show the areas in which
Peyton Ridge, Section I sediment has impacted the wetlands.
M.B. 62, Pg. 137 2. Wetlands line delineated by Pittman Soil Consulting; Surveyed by
Parker & Associates, Inc. in Feb. 2011, Delineation approved by
the U.5.A.C.O.E. on Sept. 26, 2011.
3. Limits of Sediment Impacts flagged by Division of Water
�I F Resources and USACE and surveyed by parker & Associates, Inc.
on 10/23/18.
r < 4. All sediment shall be removed by hand labor (buckets, shovels,
8 and wheel barrows). No mechanized equipment is allowed in the
Z N wetlands.
0 5. Once all sediment is removed, contact Robb Mairs(910-796-7303)
$ `z at the NCDEQ Division of Water Resources for final verification.
Impact #3 . Le amend
0.10 Ac. J \38 SEDIMENT IMPACT #2 = 0.007 ACRES
Ac. - Acreage SEDIMENT DEPTH = N/A
�i, TOTAL SEDIMENT DEPOSITED = N/A
�4�� i � N CARO e� ���•
• OAF oyy9 0 240 -Lot Number
S S
• q�
SEAL Wetlands ; — • • — • • — -Wetlands Line SEDIMENT IMPACT #3 = 0.10 ACRES
SEDIMENT DEPTH = 0.5'
' ` - Impact Area TOTAL SEDIMENT DEPOSITED = 2,178 cu.ft.
--
1
Wetlands Sediment Impact #2 & #3 Exhibit (Sheet 3 of 4)
Owner:
Onslow Development Date: 10/30/18 PARKER : ASSOCIATES, INC.
Scale: 1"=50' GRAPHIC SCALE: 1--50'
Field book: N/A Engineers - Surveyors - Planners
Group, LLC File Name: Peytons VI - Wetlands Impact.dwg 0 5o 100 Jacksonville, North Carolina
121 Garnet Lane Disk Name: Acad 2476 P.O. Box 976 - 306 New Bridge Street - 28540
Drawn: KHW
Jacksonville, North Carolina 28546 Job No.: S121025-5487 FEET Phone [phone] - www.ParkerJacksonville.com
[phone] 1 N.C. Firm License Number: F-0108
I

Project:
PEYTONS RIDGE
SECTION VI
Swansboro Twp.. Onslow Co., North Carolina
Wetlands Sediment Impact #4 Exhibit (Sheet 4 of 4)
(Owner: _
Dale: 10/30/18
Onslow Development Scale: 1"=501
Grou Ll.0 Field book: N/A
p, File Name: Peytons V1 - Wetlands Impact.dwg
121 Garnet Lane Disk Name: Acad 2476
Jacksonville, North Carolina 28546 Drawn: KHW
Job No.: S121025-5487
[phone]
1—
GRAPHIC SCALE: Y=50'
0 50 100
FEET
SITE
E
t8
os
ZN
m
W Z
11e NC Hwy. 24
lacksomn
Vicinity Sketch
Notes:
1. The purpose of this map is to show the areas in which
sediment has impacted the wetlands.
2. Wetlands line delineated by Pittman Soil Consulting;
Surveyed by Parker & Associates, Inc. in Feb. 2011,
Delineation approved by the U.S.A.C.O.E. on Sept. 26, 2011.
3. Limits of Sediment Impacts flagged by Division of
Water Resources and USACE and surveyed by
Parker & Associates, Inc. on 10/23/18.
4. All sediment shall be removed by hand labor
(buckets, shovels, and wheel barrows). No
mechanized equipment is allowed in the wetlands.
5. Once all sediment is removed, contact Robb Mairs
(910-796-7303) at the NCDEQ Division of Water
Resources for final verification.
SEDIMENT IMPACT #4 = 0.32 ACRES
SEDIMENT DEPTH = 2.0'
TOTAL SEDIMENT DEPOSITEp = 27,878.4 cu. ft.
`���,�N caRo`s��i.
O 'yy• r
•a SEAL. f
34978 '
!yr°:cNGI
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
u
I
239 Legend
Ac. - Acreage
�O
275
240 - Lot Number
O
h
— — — - Wetlands Line
- Impact Area
1
1 '
Sediment
Impact #4
I
0.32 Ac.
�
I
Section VI
Peytons
Lake
L
\ 4>-
\ 1
\- 1
Project:
PEYTONS RIDGE
SECTION VI
Swansboro Twp.. Onslow Co., North Carolina
Wetlands Sediment Impact #4 Exhibit (Sheet 4 of 4)
(Owner: _
Dale: 10/30/18
Onslow Development Scale: 1"=501
Grou Ll.0 Field book: N/A
p, File Name: Peytons V1 - Wetlands Impact.dwg
121 Garnet Lane Disk Name: Acad 2476
Jacksonville, North Carolina 28546 Drawn: KHW
Job No.: S121025-5487
[phone]
1—
GRAPHIC SCALE: Y=50'
0 50 100
FEET
SITE
E
t8
os
ZN
m
W Z
11e NC Hwy. 24
lacksomn
Vicinity Sketch
Notes:
1. The purpose of this map is to show the areas in which
sediment has impacted the wetlands.
2. Wetlands line delineated by Pittman Soil Consulting;
Surveyed by Parker & Associates, Inc. in Feb. 2011,
Delineation approved by the U.S.A.C.O.E. on Sept. 26, 2011.
3. Limits of Sediment Impacts flagged by Division of
Water Resources and USACE and surveyed by
Parker & Associates, Inc. on 10/23/18.
4. All sediment shall be removed by hand labor
(buckets, shovels, and wheel barrows). No
mechanized equipment is allowed in the wetlands.
5. Once all sediment is removed, contact Robb Mairs
(910-796-7303) at the NCDEQ Division of Water
Resources for final verification.
SEDIMENT IMPACT #4 = 0.32 ACRES
SEDIMENT DEPTH = 2.0'
TOTAL SEDIMENT DEPOSITEp = 27,878.4 cu. ft.
`���,�N caRo`s��i.
O 'yy• r
•a SEAL. f
34978 '
!yr°:cNGI
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
u
I

ENGINEERS •SURVEYORS• PLANNERS
[phone] 1 Fax [phone]
306 New Bridge Street I P.O. Box 976
Jacksonville, NC 28541-0976
Firm License Number F-0108
Via Certified Mail and Email
November 7, 2018
Mr. Daniel Sams, P.E.
Regional Engineer
NCDEQ — Land Quality Section
127 Cardinal Drive
Wilmington, NC 28405
�T�
RE: Peyton Lake II
ONSLO-2014-064
Onslow County, NC
SPCA — NOV Response
Dear Mr. Sams,
We are writing to you on behalf of Mr. Elijah Morton, in response to a Notice of Violation letter
dated June 25, 2018 for the above referenced project. Response to the items requested is as follows:
1. Restoration of the impacted areas is currently underway. After the NOV was issued on
June 25, 2018, Mr. Morton's staff began working on the impacted area behind Lot 275 to
prevent further sedimentation into the wetlands. By July 18, a wall of rip rap was
installed around the wetlands in an attempt to stop sedimentation from occurring in the
wetlands as sediment removal had already begun. By August 30, the entire rear and side
of Lot 225 had been regraded and sloped back to a 3:1 slope. The bare areas around this
lot were seeded with straw also being installed. A new sediment trap was installed to help
prevent further sedimentation, and the silt fence was reinstalled around this lot.
Between the dates of September 12-15, this area felt the full impacts of Hurricane
Florence with over 30" of rain occurring near this site. The site was not accessible again
until nearly two weeks after the hurricane. At that point, it was realized that all previous
attempts to prevent further sedimentation from occurring in the wetlands had failed.
Another site visit occurred on October 23 with NCDEQ and USACE flagging the extent
of the impacted areas. By this time, the slopes behind Lot 275 were repaired once again
along with the silt fence and damaged sediment traps. Sediment removal had also begun
again with approximately seven workers removing sediment from the wetlands by hand
behind Lot 275. Pending future inclement weather conditions, Mr. Morton plans to have
all sediment removed from the wetlands and all erosion control measures installed and
properly functioning within 60 days of this letter. A revised plan will also be submitted
before this date detailing a permanent solution to prevent sedimentation from occurring in
this area again.
Civil Engineering I Stormwater and Environmental Consulting
Feasibility and Development Planning I Land Surveying and Mapping I Subdivision and Construction Plans

Page 2 of 3
November 5, 2018
Peyton Lake II
2. Rainfall data and Inspection Reports are enclosed.
3. To prevent these types of problems from recurring in the future, Mr. Morton and the
contractor will review the design plans and the construction sequence prior to beginning
work, and will contact the engineer if any questions or modifications arise in regards to
erosion control. Mr. Morton will also help ensure the contractor installs and maintains all
designed erosion control measures on site and add more if needed. Stormwater Self -
Inspections have been conducted on site and Mr. Morton and the contractor will
thoroughly review these reports and implement any repairs that are needed.
4. An 11" x 17" restoration plan for Peyton's Ridge, Section VI and Peyton's Lake titled,
"Wetlands Sediment Impact" (Sheets 1-4 of 4) is enclosed for your use. The plan shows
the current 404 wetlands delineation, and the limits of impacts from sedimentation (four
impacts total). The impact limits were flagged by Robb Mairs of the Division of Water
Resources and Rachel Capito of the Army Corps of Engineers on October 23, 2018. The
sediment impact totals 0.44 acres and is approximately 6" — 3' deep in various locations.
The total accumulation of sediment totals approximately 30,274.2 cubic feet. All
restoration will be done by hand labor (buckets, shovels, and wheelbarrows) as noted. We
have been in direct contact with Mr. Morton and his employees since the site inspection
on October 23 to assure restoration is implemented in this manner as soon as practical.
5. We do not feel Mr. Morton deserves a penalty due to the severity of the inclement
weather conditions he has faced. The NOV was hand delivered on June 29, 2018 to Ms.
Jennifer Ward. From that time, Mr. Morton and his staff had three weeks of suitable
weather to assess and begin resolving the issue of sedimentation in the wetlands. During
those three weeks, Mr. Morton's staff made progress removing sediment from the
wetlands and attempting to temporarily prevent further sedimentation. The next 25 days,
the area received 20.4" of rainfall, with only six days of not recording a rainfall. Several
of these rain events were over 2.0".
After that extended period of inclement weather, Mr. Morton was once again able to
assess and begin resolving the issue of sedimentation in the wetlands. Much of the
progress previously made was damaged allowing sediment to enter the wetlands again.
During this second period of suitable weather (29 days), Mr. Morton's staff was able to
make even more progress removing sediment from the wetlands and attempting to
permanently prevent further sedimentation by sloping the rear of the lot to a 3:1 slope and
seeding and adding straw to the lot. Erosion control measures were once again cleaned
and re -installed.

Page 3 of 3
November 5, 2018
Peyton Lake II
Hurricane Florence severely impacted the area from September 12-15 dropping over 30"
of rain in this area (mostly over a two day span). The site was inaccessible for nearly two
weeks after the hurricane left the area. Once again Mr. Morton was left to access the
damage left by the unprecedented amount of rain from Hurricane Florence. During the
three weeks prior to the site inspection by NCDEQ and the USACE on October 23, Mr.
Morton's staff began removing sediment from the wetlands and attempting to prevent
further sedimentation.
Mr. Morton has now hired Parker and Associates, Inc. to re -design the area where these
issues are occurring and to create a plan for a permanent solution to the recurring
sedimentation issues.
Please find enclosed two (2) copies of the "Wetlands Sediment Impact" maps (Sheets 1-4
of 4) and the Rainfall/Inspection Reports. If any additional information is required for
this matter, please contact me.
Sincerely,
David A. Bunn
Inspections Supervisor
Enclosures
cc: Mr. Elijah Morton -Morton Trucking (w/paperwork)
Jennifer Ward -Morton Trucking (w/paperwork)
Dan Sams-NCDEQ (w/paperwork)
Holley Snider-NCDEQ (w/paperwork)
Robb Mairs-DWQ (w/paperwork)
Rachel Capito-USACE (w/paperwork)
CF (P), LAM
C 1.2018.DAB.Letters.Sams.PeytonsLakeILNOVresponse.110518

Peyton's Lake II - Rainfall Data
*Data beginning March 1, 2018
Day
Date
Amount (Inches)
Thursday
3/1/2018
0.4
Tuesday
3/6/2018
0.2
Wednesday
3/7/2018
0.2
Monday
3/12/2018
0.8
Sunday
3/18/2018
0.1
Tuesday
3/20/2018
1.5
Saturday
3/24/2018
0.2
Sunday
3/25/20181
0.8
Total Rainfall for March =1
4.2
Wednesday 4/4/2018
0.1
Saturday
7/7/2018
1.1
Monday
4/9/2018
0.4
Sunday
4/15/2018
2
Tuesday
4/24/2018
1.9
Friday
4/27/2018
0.1
0.1
Total Rainfall for April =
5.6
Sunday
5/6/2018
0.6
Thursday
5/17/2018
0.1
Friday
5/18/2018
0.3
Saturday
5/19/2018
0.5
Sunday
5/20/2018
0.1
Monday
5/21/2018
0.1
Thursday
5/24/2018
1.3
Monday
5/28/2018
3.8
Tuesday
5/29/2018
3
Wednesday 5/30/2018
1
Thursday
5/31/2018
0.8
Total Rainfall for May =
11.6
Saturday
6/2/2018
0.2
Thursday
6/7/2018
0.3
Thursday
6/14/2018
0.2
Friday
6/15/2018
1.1
Sunday
6/17/2018
0.3
Monday
6/18/2018
0.1
Sunday
6/24/2018
1.5
Tuesday
6/26/2018
0.4
Thursday
1 6/28/20181
0.6
Total Rainfall for June =1
4.7
** Data from highlighted cells comes from a nearby rain gauge that was emptied each day.

Peyton's Lake II - Rainfall Data
*Data beginning March 1, 2018
Day
Date
Amount (Inches)
Saturday
7/7/2018
0.4
Thursday
7/12/2018
1.4
Friday
7/20/2018
1
Saturday
7/21/2018
1.8
Monday
7/23/2018
0.5
Tuesday
7/24/2018
2.2
Wednesday 7/25/2018
2.6
Friday
7/27/2018
0.5
Saturday
7/28/2018
1.1
Sunday
7/29/2018
0.7
Monday
7/30/2018
0.4
Tuesday
7/31/2018
0.3
Total Rainfall for July =1
12.9
Wednesday
8/1/2018
0.2
Thursday
8/2/2018
0.2
Friday
8/3/2018
1.7
Saturday
8/4/2018
1.1
Sunday
8/5/2018
0.5
Thursday
8/9/2018
0.7
Saturday
8/11/2018
4
Sunday
8/12/2018
0.6
Monday
8/13/2018
0.3
Thursday
8/16/2018
0.1
Monday
8/20/2018
0.4
Tuesday
8/21/2018
0.3
Total Rainfall for August =1
10.1
Saturday
9/1/2018
0.4
Wednesday -
Saturday
9/12/18 -
9/15/18
33.9
Tuesday
9/25/2018
0.4
Total Rainfall
for September =1
34.7
Wednesday
10/10/2018
0.2
Thursday
10/11/2018
0.3
Tuesday
10/16/2018
0.2
Wednesday
10/17/2018
0.1
Friday 1
10/26/20181
1.4
Total Rainfall for October =1
2.2
(Data from the National Weather Service)
** Data from highlighted cells comes from a nearby rain gauge that was emptied each day

PARKER & ASSOCIATES, INC
2
f^ v e^ ►I v I i I r a^ o r u f-♦ o^ I I ►I
STORMWATER INSPECTION REPORT
Date: 2/26/18 Job No.: 5238, 5239, 5487
Project: Peytons Ridge IV, V, and VI
Client: Onslow Development Group LLC Arrival: 2:15
Contractor: Morton Trucking Departure: 3:30
Superintendent: Elijah Morton Weather: Mostly Cloudy/Warm
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. The wetlands crossing from Section III to Section VI has been dressed and sodded. Silt fence is no
longer needed, but sediment is still in the wetlands and needs to be removed.
2. Inlet protection at some cross drain pipes need to be cleaned.
Ec: Owner/Contractor
By:
Signature of Inspector
StormwaterReports.Peytons Ridge.18.01.30
David A. Bunn
Print Name of Inspector
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT (Continued...)
Project: Peytons Ridge IV, V, VI
Date: 2/26/18
(continued):
3. Silt fence is underwashing behind lot 226.
4. Silt fence behind lot 237 needs to be repaired/backfilled. Sediment is now beginning to enter the
wetlands behind this lot.
5. Silt fence behind lot 238 is damaged allowing sediment to leave the site and possibly enter the
wetlands.
6. Wire with 57 stone behind Skimmer Basin #3 needs to be cleaned.
7. Skimmer Basin #4 needs to be cleaned. Severe erosion is occurring in the Swale before this basin.
8. Silt fence is underwashing in multiple areas behind Sediment Trap #9.
9. Multiple washouts have occurred in the road in the unpaved section.
10. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
Peyton Lake
1. Silt fence and wire with 57 stone need to be repaired at the wetlands finger by Lot 275. Sediment is
beginning to enter wetlands and needs to be removed by hand.
2. Erosion is occurring in roadside ditches and swales. Establish groundcover as soon as practical.
3. Erosion is occurring around the RCD in Sediment Trap #2 allowing water to bypass this RCD.
4. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

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LJ
ENGINEERS • SURVEYORS • PLANNERS
STORMWATER INSPECTION REPORT
Date: 3/20/18 Job No.: 5239, 5487
Project: Peytons Ridge V and VI
Client: Onslow Development Group LLC Arrival: 3:20
Contractor: Morton Trucking Departure: 4:35
Superintendent: Elijah Morton Weather: Mostly Cloudy/Warm
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Some sediment has been removed from the wetlands crossing from Section III to Section VI, but more
still needs to be removed.
2. Inlet protection at cross drain pipes has been cleaned.
Ec: Owner/Contractor
By:
r
Signature of Inspector
StormwaterReports.Peytons Ridge.18.03.20
David A. Bunn
Print Name of Inspector
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT (Continued...
Project: Peytons Ridge V and VI
Date: 3/20/18
(continued):
3. Silt fence behind lot 226 has been repaired.
4. Some silt fence behind lot 237 has been repaired. All sediment has been removed from the wetlands
behind this lot.
5. Silt fence behind lot 238 has been repaired and sediment removed from the wetlands.
6. Wire with 57 stone behind Skimmer Basin #3 needs to be cleaned.
7. Skimmer Basin #4 needs to be cleaned. Erosion occurring in the swale before this basin has been
repaired and the swale has been seeded/strawed.
8. Silt fence has been repaired behind Sediment Trap #9.
9. The roadways have been rough graded and all washouts repaired. Roadside ditches and shoulders
have been seeded/strawed.
10. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
Peyton Lake
1. Silt fence and wire with 57 stone need to be repaired at the wetlands finger by Lot 275. Sediment is
beginning to enter wetlands and needs to be removed by hand.
2. Roadside ditches and shoulders have been seeded/strawed.
3. Erosion is occurring around the RCD in Sediment Trap #2 allowing water to bypass this RCD.
4. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineeringandsurveying.com

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PARKER & ASSOCIATES, INC
22
I A !` V C r% AI V I I I C U r% D T U P' A D n I 1 AI
STORMWATER INSPECTION REPORT
Date: 4/23/18 Job No.: 5239, 5487
Project: Peytons Ridge V and VI
Client: Onslow Development Group LLC Arrival: 12:50
Contractor: Morton Trucking Departure: 2:10
Superintendent: Elijah Morton Weather: Cloudy/Warm
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Silt fence around the wetlands finger on Lot 237 needs to be repaired.
Ec: Owner/Contractor
By: David A. Bunn
Signature of Inspector Print Name of Inspector
StormwaterReports.Peytons Ridge.18.04.23
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT (Continued.
Project: Peytons Ridge V and VI
Date: 4/23/18
(continued):
3. Silt fence has been damaged behind Lot 238. There are also a couple of areas underwashing the silt
fence behind this lot.
4. Wire with 57 stone behind Skimmer Basin #3 needs to be cleaned.
5. Skimmer Basin #4 needs to be cleaned. Erosion is occurring in the swale before this basin and needs
to be repaired.
6. Silt fence behind Sediment Trap #9 needs to be repaired.
7. There is a washout occurring in the roadway by Pipe D that needs to be repaired.
8. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
9. Multiple RCDs in ditches and swales have been blown out or damaged due to heavy rainfall events.
Peyton Lake
1. Silt fence and wire with 57 stone need to be repaired at the wetlands finger by Lot 275. Sediment is
beginning to enter wetlands and needs to be removed by hand.
2. Erosion is occurring around the RCD in Sediment Trap #2 allowing water to bypass this RCD.
3. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

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EDPARKER & ASSOCIATES, INC
JACKSONVILLE, NORTH CAROLIN
STORMWATER INSPECTION REPORT
Date: 5/24/18 Job No.: 5239, 5487
Project: Peytons Ridge V and VI
Client: Onslow Development Group LLC Arrival: 11:00
Contractor: Morton Trucking Departure: 12:00
Superintendent: Elijah Morton Weather: Sunny/Hot
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Silt fence around the wetlands finger on Lot 237 needs to be repaired.
Ec: Owner/Contractor
By: David A. Bunn
Signature of Inspector Print Name of Inspector
StormwaterReports.Peytons Ridge.18.05.24
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineeringandsurveying.com

STORMWATER INSPECTION REPORT (Continued...
Project: Peytons Ridge V and VI
Date: 4/23/18
(continued):
3. Silt fence has been damaged behind Lot 238. There are also a couple of areas underwashing the silt
fence behind this lot.
4. Wire with 57 stone behind Skimmer Basin #3 needs to be cleaned.
5. Skimmer Basin #4 needs to be cleaned. Erosion is occurring in the swale before this basin and needs
to be repaired.
6. Silt fence behind Sediment Trap #9 needs to be repaired.
7. There is a washout occurring in the roadway by Pipe D that needs to be repaired.
8. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
9. Multiple RCDs in ditches and swales have been blown out or damaged due to heavy rainfall events.
10. Silt fence is underwashing behind Lot 226.
11. More of Lot 228 has been cleared, including a portion of the wetlands. Restore the wetlands and add
a second row of silt fence just before the wetlands.
Peyton Lake
1. Silt fence and wire with 57 stone need to be repaired at the wetlands finger by Lot 275. Sediment is
entering the wetlands and needs to be removed by hand. A pipe has been previously installed in this
-------------
area and is outleting directly into the wetlands.
2. Erosion is occurring around the RCD in Sediment Trap #2 allowing water to bypass this RCD.
3. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 1 www.parkerengineedngandsurveying.com

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ENGINEERS • SURVEYORS • PLANNERS
STORMWATER INSPECTION REPORT
Date: 6/20/18 Job No.: 5239, 5487
Project: Peytons Ridge V and VI
Client: Onslow Development Group LLC Arrival: 11:15
Contractor: Morton Trucking Departure: 12:30
Superintendent: Elijah Morton Weather: Sunny/Hot
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Silt fence around the wetlands finger on Lot 237 needs to be repaired.
Ec: Owner/Contractor
By:
Signature of Inspector
StormwaterRe ports. Peytons Ridge.18.06.20
David A. Bunn
Print Name of Inspector
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT (Continued...)
Project: Peytons Ridge V and VI
Date: 6/20/18
(continued):
3. Silt fence has been damaged behind Lot 238. There are also a couple of areas underwashing the silt
fence behind this lot.
4. Wire with 57 stone behind Skimmer Basin #3 needs to be cleaned.
5. Skimmer Basin #4 needs to be cleaned. Erosion is occurring in the swale before this basin and needs
to be repaired.
6. Silt fence behind Sediment Trap #9 needs to be repaired.
7. There are washouts occurring in the roadway by Pipes C and D that need to be repaired.
8. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
9. Multiple RCDs in ditches and swales have been blown out or damaged due to heavy rainfall events.
10. Silt fence is underwashing behind Lot 226.
11. More of Lot 228 has been cleared, including a portion of the wetlands. Restore the wetlands and add
a second row of silt fence just before the wetlands.
Peyton Lake
1. Silt fence and wire with 57 stone need to be repaired at the wetlands finger by Lot 275. Sediment is
entering the wetlands and needs to be removed by hand. A pipe has been previously installed in this
area and is outleting directly into the wetlands.
2. Erosion is occurring around the RCD in Sediment Trap #2 allowing water to bypass this RCD.
3. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 i [phone] 1 Fax [phone]
Firm License Number F-0108 i www.parkerengineedngandsurveying.com

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P ARKER & ASSOCIATES, INC
..
I A ' 1/ C^ M V 1 1 I C M n o T u . A G r% 1 1 M
STORMWATER INSPECTION REPORT
Date: 7/18/18 Job No.: 5239, 5487
Project: Peytons Ridge V and VI
Client: Onslow Development Group LLC Arrival: 3:25
Contractor: Morton Trucking Departure: 4:45
Superintendent: Elijah Morton Weather: Partly Cloudy/Hot
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Silt fence around the wetlands finger on Lot 237 has been repaired.
Ec: Owner/Contractor
By:
Sig ure of Inspector
StormwaterReports.Peytons Ridge.18.07.18
David A. Bunn
Print Name of Inspector
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-09761 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT [Continued...
Project: Peytons Ridge V and VI
Date: 7/18/18
(continued):
3. Silt fence behind Lot 238 has been repaired, but with recent heavy rainfalls, one area has become
overloaded allowing sediment to enter the wetlands.
4. Wire with 57 stone behind Skimmer Basin #3 needs to be cleaned.
5. Skimmer Basin #4 needs to be cleaned. Erosion is occurring in the Swale before this basin and needs
to be repaired.
6. Silt fence behind Sediment Trap #9 has been repaired.
7. There are washouts occurring in the roadway by Pipes C and D that need to be repaired.
8. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
9. Multiple RCDs in ditches and swales have been blown out or damaged due to heavy rainfall events.
10. Silt fence is underwashing behind Lot 226.
11. More of Lot 228 has been cleared, including a portion of the wetlands. Restore the wetlands and add
a second row of silt fence just before the wetlands.
Peyton Lake
1. Silt fence and wire with 57 stone need to be repaired at the wetlands finger by Lot 275. Sediment is
entering the wetlands and needs to be removed by hand. A pipe has been previously installed in this
area and is outleting directly into the wetlands. Some rip rap has been installed around the area in an
attempt to stop sediment flow. Sediment removal is beginning in the wetlands.
2. Erosion is occurring around the RCD in Sediment Trap #2 allowing water to bypass this RCD.
3. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

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ENGINEERS • SURVEYORS • PLANNERS
STORMWATER INSPECTION REPORT
Date: 8/30/18 Job No.: 5239, 5487
Project: Peytons Ridge V and VI
Client: Onslow Development Group LLC Arrival: 2:25
Contractor: Morton Trucking Departure: 4:00
Superintendent: Elijah Morton Weather: Sunny/Hot
Comments: Rain Gauge: Not installed.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Wire with 57 stone behind Skimmer Basin #3 has been repaired/cleaned.
Ec: Owner/Contractor
By:
Signature of Inspector
StormwaterReports.Peytons Ridge.18.08.30
David A. Bunn
Print Name of Inspector
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT (Continued...
Project: Peytons Ridge V and VI
Date: 8/30/18
(continued):
3. Silt fence behind Lot 238 is currently being repaired by Duane +2. Sediment has entered the wetlands
and needs to be removed.
4. Skimmer Basin #4 has been cleaned and all erosion upstream has been repaired.
5. There are washouts occurring in the roadway by Pipes C and D that need to be repaired.
6. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
7. Multiple RCDs in ditches and swales have been blown out or damaged due to heavy rainfall events.
8. Silt fence is underwashing behind Lot 226.
9. More of Lot 228 has been cleared, including a portion of the wetlands. Restore the wetlands and add
a second row of silt fence just before the wetlands.
Peyton Lake
1. Silt fence and the slopes behind Lot 275 have been repaired. The bare areas have been seeded and
strawed. Sediment is still in the wetlands and needs to be removed by hand.
2. Erosion occurring around the RCD in Sediment Trap #2 has been repaired.
3. Continue installing silt fence around cleared areas.
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

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ENGINEERS • SURVEYORS • PLANNERS
Date: 9/26/18
STORMWATER INSPECTION REPORT
Job No.: 5239, 5487
Project: Peyton's Ridge V, VI, and Peyton Lake
Client: Onslow Development Grouo LLC Arrival: 2:30
Contractor: Morton Trucking
Departure: 3:40
Superintendent: Elijah Morton Weather: Sunny/Hot
Comments: Rain Gauge: V-30" in nearby rain gauge.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Wire with 57 stone behind SB#5 is damaged and needs to be repaired.
Ec: Owner/Contractor
By: David A. Bunn
Signature of Inspector Print Name of Inspector
StormwaterReports.Peytons Ridge.18.09.26
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineehngandsurveying.com

STORMWATER INSPECTION REPORT (Continued...)
Project: Peytons Ridge V, VI, and Peyton Lake
Date: 9/26/18
(continued):
3. Wire with 57 stone behind SB#3 needs to be cleaned. The swale leading up to this basin is eroding and
needs to be repaired. The RCD in this basin has also blown out.
4. Silt fence behind Lot 237 needs repair in multiple locations. Sediment is entering the wetlands.
5. Silt fence is underwashing behind Lot 226.
6. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
7. A portion of the wetlands behind Lot 228 has been cleared. Reinstall silt fence before wetlands and
restore back to its natural condition.
8. Silt fence behind SB#4 has blown out allowing sediment to enter the wetlands. Some erosion is
occurring in the swale leading to this basin. A 24" pipe has been installed as the basin outlet, but a
skimmer and a RCD should have been installed.
9. The silt fence behind Lot 238 has been damaged in multiple areas allowing sediment to enter the
wetlands.
10. The RCD in ST#9 needs to be repaired.
11. ST#1 and the RCD in this trap both need to be cleaned. Sediment has crossed the compost sock, but
has not entered the wetlands.
Peyton Lake
1. Severe erosion has occurred around the sediment trap on Lot 275 and also along the back of Lot 275.
More sediment continues to enter the wetlands.
2. A small portion of ST#2 has blown out. Silt fence behind this trap has been damaged allowing
sediment to enter the wetlands.
3. Continue installing silt fence around cleared areas.
------------
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

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PARKER & ASSOCIATES, INC
I , •
i n r k c n N v i i i t M n O T u r n o n i 1 u
STORMWATER INSPECTION REPORT
Date: 10/23/18 Job No.: 5239, 5487
Project: Peyton's Ridge V, VI, and Peyton Lake
Client: Onslow Development Group LLC Arrival: 10:30; 12:55
Contractor: Morton Trucking Departure: 11:45; 3:00
Superintendent: Elijah Morton Weather: Partly Cloudy/Warm
Comments: Rain Gauge: 0.8" Rainfall in nearby rain gauge.
** This is a Monthly Stormwater Report **
Peytons Ridge V:
1. Some minor erosion is occurring in roadside ditches.
2. Sediment needs to be removed from Pipe A.
3. Install proper sediment control features on lots under construction to prevent sediment from leaving
these lots.
Section VI
1. Sediment that has previously entered the wetlands crossing from Section III to Section VI still needs
to be removed.
2. Wire with 57 stone behind S13#5 is damaged and needs to be repaired.
Ec: Owner/Contractor
By: David A. Bunn
Signature of Inspector Print Name of Inspector
StormwaterReports.Peytons Ridge.18.10.23
306 New Bridge Street 1 P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 1 www.parkerengineedngandsurveying.com

STORMWATER INSPECTION REPORT (Continued...
Project: Peytons Ridge V, VI, and Peyton Lake
Date: 10/23/18
(continued):
3. Wire with 57 stone behind S13#3 needs to be cleaned. The swale leading up to this basin is eroding and
needs to be repaired. The RCD in this basin has also blown out.
4. Silt fence behind Lot 237 has been repaired
5. Silt fence is underwashing behind Lot 226.
6. Continue to establish groundcover in bare areas, especially in bare roadside ditches/swales and on
the backside of lots that have been filled.
7. A portion of the wetlands behind Lot 228 has been cleared. Reinstall silt fence before wetlands and
restore back to its natural condition.
8. Silt fence behind Lot 237/238 and S13#4 have all been repaired. The sediment flagged in the wetlands
by NCDEQ needs to be removed. A 24" pipe has been installed as the basin outlet, but a skimmer and
a RCD should have been installed.
10. The RCD in ST#9 needs to be repaired.
11. ST#1 and the RCD in this trap both need to be cleaned. Sediment has crossed the compost sock, but
has not entered the wetlands.
12. Silt fence needs repair behind Lot 219.
13. Silt fence beside Lot 218 needs to be repaired. Sediment flagged in the wetlands by NCDEQ needs
to be removed.
Peyton Lake
1. Erosion occurring on Lot 275 has been repaired, but the area needs to be stabilized and new erosion
control measures need to be installed to prevent more sediment from entering the wetlands. Sediment
flagged in the wetlands by NCDEQ needs to be removed.
2. A small portion of ST#2 has blown out. Silt fence behind this trap has been damaged allowing
sediment to enter the wetlands.
3. Continue installing silt fence around cleared areas.
-------------
306 New Bridge Street I P.O. Box 976 1 Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerengineedngandsurveying.com

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