NCC203776_MODIFICATION Supporting Doc SEVERAL ADDL LOTS_20230505

ROY COOPER
Governor
EUZABETH S. BISER
Secretary
DOUGLAS R. ANSEL
6rtatmMucmr
NORTH CAROLINA
EavbwuwnW Qualify
April 19, 2023
LETTER OF APPROVAL
Lennar Carolinas, LLC
ATTN: Jason Byham, Division President
1505 King Street Ext., Suite 100
Charleston, SC 29405
RE: Project Name: Brunswick Plantation — Beaufort, Smithfield, and Hamptons Lots
Acres Approved: 35.54
Project ID: BRL NS-2021-011
County: Brunswick
City: Calabash
Address: South Middleton Drive NW
River Basin: Lumber
Stream Classification: Other
Submitted By: Matthew Savoie, Path Light Consulting, Inc.
Date Received by LQS: April 10, 2023(Revised)
Plan Type: Residential
Dear Mr. Byham:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this Letter
of Approval with Modifications and Performance Reservations. A list of the modifications and
reservations is attached. This plan approval shall expire three (3) years following the date of approval, if
no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129. Should the
plan not perform adequately, a revised plan will be required (G.S. I I3A-54.1)(b).
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the NCG010000
Construction General Permit. After the form is reviewed and found to be complete, you will receive a link
with payment instructions for the $100 annual permit fee. After the fee is processed, you will receive the
COC via email. As the Financially Responsible Party shown on the FRO form submitted for this
project, you MUST obtain the COC prior to commencement of any land disturbing
activity. The eNOI form may be accessed at deq.nc.gov1NCG01. Please direct questions about
the eNOI form to the Stormwater Program staff in the Raleigh central office. If the owner/operator of this
project changes in the future, the new responsible party must obtain a new COC.
�: _ North Carolina Departznent of Enviromnental witty I DKIslon of Energy, Nneral and Land Resources
e:!5-0fD, �� W lmington Regional Office 1 127 Cardinal Drive Extension I W11mi ngton, North Carolina 2W5
910.7%.7215

Letter of Approval
Lennar Carolinas, LLC
April 19, 2023
Page 2 of 4
Title 15A NCAC 4B .0118(a) and the NCGO 1 permit require that the following documentation be kept on file
at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCGO1 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, it is
determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office
may require revisions to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality
laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land -
disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. This permit allows for a land -disturbance, as called for on the
application plan, not to exceed the approved acres. Exceeding the acreage will be a violation of this permit
and would require a revised plan and additional application fee. You are requested to file an amended form if
there is any change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a preconstruction
conference.
Your cooperation is appreciated.
Sincerely,
Rhonda Hall
Assistant Regional Engineer
Land Quality Section
Enclosures: Approval Comments and Conditions
NPDES NCGO1 Fact Sheet
cc: Matthew Savoie, Path Light Consulting, Inc.
1151 E State Road 434, Suite 3001, Winter Springs, FL 32708
Wilmington Regional Office file

Letter of Approval
Lennar Carolinas, LLC
April 19, 2023
Page 3 of 4
APPROVAL COMMENTS AND CONDITIONS
Project Name: Brunswick Plantation — Beaufort, Smithfield, and Hamptons Lots
Project ID: BRUNS-2021-011
County: Brunswick
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity
has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and sedimentation
control measures prove insufficient, the developer must take those additional steps necessary to stop
sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device must be inspected
after each storm event (NCGS 113A-54.1(e)). Maintenance and/or clean out is necessary anytime the
device is at 50% capacity. All sediment storage measures will remain on site and functional until all
grading and final landscaping of the project is complete (15A NCAC 04B .0113).
Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to 1 vertical or less
steep (15A NCAC 04B .0124 (d)). Bank slopes may be mowed, but stripping of vegetation is considered
new earth work and is subject to the same erosion control requirements as new ditches (NCGS 113A-
52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project prior to the commencement of this land disturbing activity. This could include our agency's
Stormwater regulations and the Division of Water Resources' enforcement requirements within Section
401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that
may be required. This approval cannot supersede any other permit or approval; however, in the case of a
Cease and Desist Order from the Corps of Engineers, that Order would only apply to wetland areas. All
highland would still have to be in compliance with the N.C. Sedimentation Pollution Control Act.
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer
is responsible for compliance with the requirements of the Division of Water Resources (DWR), the Corps
of Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control measures
that fall within jurisdictional wetland areas must be approved by the aforementioned agencies prior to
installation. The Land Quality Section must be notified of a relocation of the measures in question to the
transition point between the wetlands and the uplands to assure that the migration of sediment will not
occur. If that relocation presents a problem or contradicts any requirements of either DWR, the Corps, or
the EPA, it is the responsibility of the developer to inform the Land Quality Section regional office so that
an adequate contingency plan can be made to assure sufficient erosion control remains on site. Failure to
do so will be considered a violation of this approval (NCGS 113A-54.I(b)).

Letter of Approval
Lennar Carolinas, LLC
April 19, 2023
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
Any soil waste that leaves this site can be transported to a permitted mine or separately permitted
construction sites without additional permits under NCGS 74-49(7)(d). Disposal at any other location
would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 4.48 additional
acres for a total of 35.54 acres. Exceeding that acreage will be a violation of this permit and would require
a revised plan and additional application fee. Any addition in impervious surface, over that already noted
on the approved plan, would also require a revised plan to verify the appropriateness of the erosion control
measures and stormwater retention measures (NCGS 113A-54.I(b)).
8. The plan includes a very specific phasing schedule. If it proves impractical to follow the proposed phasing
schedule, a revised plan will be required.
9. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of
eight (8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts
for support, i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart (E&SC
Planning & Design Manual 6.63, Rev. 6/06).
10. Because the sediment traps and basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the traps and basins and their collection systems be
installed before any other grading takes place on site, and that every structure that receives more than one
acre of drainage is built so that each dewaters only from the surface (NCGO 10000). If that proves to be
impractical, a revised plan must be submitted and approved that addresses erosion and sediment control
needs during the interim period until the traps and basins are fully functioning (1 13A-54. I (b)).
11. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (113A-54.I(b)).
12. As a condition of the NPDES General Stormwater Permit (NCGO 10000), the financially responsible parry
shall comply with the NCGOI Ground Stabilization And Materials Handling requirements that became
effective April 1, 2019. The NCGO1 Ground Stabilization And Materials Handling standard detail can be
printed from the deq.nc.gov/NCGO1 website.
13. As a condition of the NPDES General Stormwater Permit (NCGO 10000), the financially responsible parry
shall comply with the NCGO1 Self -Inspection, Recordkeeping and Reporting requirements that became
effective April 1, 2019. The NCGO1 Self -Inspection, Recordkeeping and Reporting standard detail can be
printed from the deq.nc.gov/NCGOI website.
14. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible parry
shall assure inspections of the area covered by the approved plan after each phase of the plan has been
completed and after establishment of temporary ground cover in accordance with North Carolina General
Statute 113A-54.1(e).
Ref: G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities

SEDIMENTATION AND EROSION CONTROL PLANS FOR HOMEBUILDING ACTIVITIES AT
LOT #
DISTURBED SQFT.
DISTURBED ACREAGE
1048
71199
0.17
1049
71317
0.17
1050
81414
0.19
1051
11,800
0.27
1052
13,476
0.31
1053
81244
0.19
1054
71646
0.18
1055
71200
0.17
1056
71215
0.17
1057
71339
0.17
1058
71862
0.18
1059
61424
0.15
1060
13,597
0.31
1061
13,269
0.30
1062
13,141
0.30
1063
10,607
0.24
1064
71951
0.18
1065
71363
0.17
1066
71320
0.17
1067
71276
0.17
1068
71192
0.17
1069
71205
0.17
TOTAL HAMPTONS LOT DISTURBED
AREA (ACRES)
4.48
BRUNSWICK PLANTATION
(LOTS 1048M 1069)
S. MIDDLETON DRIVE NW,
CALABASH, NC 28467
BRUNSWICK COUNTY
�^ y�-� '� /Y �� •u S��q ..ram c, � - � 5, % �.
�i� �� ` �\`r.�/ \� �4 ��.,•�p: .% ~' --�t�y ,j yf !y/�_ f'r• ��"� Rip„ :c; •s`�� 4�
t _ • �✓ \`j fit, �\'\ y;^�` t.1 � E { `-�:` .'s,;�8,'�zr e' � _ � ra+�e.
\\S Wiz- If .. ' /. ` � r'. f\/l -- � � �_.. SMEC1 •,. i[�,
` 1, f•�, e .-r-s� !�\ �\ \ \ ✓WI\� !may �� �C: � � • �''� ��1. ,� �sei �'�
' M— j�� �� � Ir ..�' may.- 1,, y, -.- �.�! i i ./� f' .". , A`� � `" ' ,t e� L4» •y,°a �`x, �,'
�' �'; yE4 -, _ / - ,�' � k;' � '� / i .•-1 i � ,sue, r�! '.YN � '�§ ;. � �.
. �\ 'a"_ �,_ E - `', ' 1 � 1_ � �` �' - _ ; .' 'i' i °� %" J.�--' 1�\•E\ .!�r. _ - � - f ?tik ^q g :w a -
I
CJ �'. � 1 1 ✓� V \ \ E l i�
II - „j [. 4 �l F - ! F i 1•t \ / �~ �V / k�� d5 5S ;
�kti �: `��� �i'11�'✓r ^L /� 4 3 r't! r �'f f f rZ('�r;r
a i ���..✓�uW BEST �•� 4 1.. _ ,,t�t' ,
MAP -KEY: NOT TO SCALE
WATERSHED CLASSIFICATION: LUMBER RIVER BASIN
STORMWATER FROM THE HAMPTONS WILL BE DISCHARGED INTO THE CAWCAW SWAMP, LOCATED NORTH OF THE HAMPTONS COMMUNITY.
PLAN REFERENCE: BRUNSWICK PLANTATION CREATED BY NORRIS & WARD.
- NQ
s
BRUNSWICK PLANTATION
LENNAR CAROLINAS, LLC
S_ MIDDLETON DR. NW
U CALABASH, NC 28467
BRUNSWICK COUNTY
33'56'35.9"N 78'34'21.5"W
pp�,y
LOCATION MAP - NTS
PAGE INDEX
EC-1 COVER SHEET
EC-2 LOT E&SC PLAN
EC-3 EROSION CONTROL DETAILS AND NOTES
EC-4 NCG01 GROUND STABILIZATION
EC-5 NCG01 SELF -INSPECTIONS
�I
PATH LIGHT PRO
STORMWATER, ENVIRONMENTAL, ENERGY AND SAFETY COMPLIANCE
GUIDING THE WAY FOR A BETTER TOMORROW
1511 EAST STATE ROAD 434, SUITE 3001
WINTER SPRINGS, FL 32708
407-604-3555
PROJECT:
z
O`o
0z
CV
U
Z
J
�
c=
J
z
^<0
rn
m
QJ
r
U
z
oo
-
0
C,
U
V /
��0
W
O
o
U/
0
O
otf
W
z
Lu
J�__
C)
0
J
U)
OWNER:
4
LENNAR CAROLINAS, LLC
1941 SAVAGE ROAD, SUITE 100C
CHARLESTON, SC 29407
DRAWN BY: SMA
DATE: 03/15/2023
REVISIONS:
SHEET TITLE:
EROSION CONTROL
PLAN
PLAN SHEET NUMBER:
EC-1

CONSTRUCTION SEQUENCE
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE LAND DISTURBING ACTIVITIES CAN OCCUR.
2. NOTIFY NCDEQ—LR, WILMINGTON REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING ANY LAND DISTURBING ACTIVITY TO SET UP PRE —CONSTRUCTION
CONFERENCE ON SITE WITH EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL STABILIZED CONSTRUCTION ENTRANCES, SILT FENCE, AND SILT FENCE OUTLETS AS LOTS BECOME ACTIVE. ALL EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH WITH NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES STANDARDS AND SPECIFICATIONS. PERMITTED LAND DISTURBING
ACTIVITIES AND VERTICAL CONSTRUCTION MAY BEGIN ONCE MEASURES ARE INSTALLED.
4. ALL INLETS COLLECTING DRAINAGE, OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT CONSTRUCTION, SHALL HAVE INLET PROTECTION. INLET PROTECTION MUST
BE MAINTAINED UNTIL ALL AREAS DRAINING TO THE INLET ARE FULLY STABILIZED.
5. THE CONTRACTOR SHALL CONDUCT SELF —INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETE THE FOLLOWING COMBINED
SELF —INSPECTION FORM FOUND ON THE DEMLR WEBSITE (HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY—MINERAL—LANDRESOURCES/
EROSION—SEDIMENT—CONTROL/FORMS). 12 MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON —SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS
RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.
6. COMPLETE SELF —INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 1" OR GREATER RAINFALL EVENT.
7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE
CLEANED OUT WHEN THEY ARE HALF FULL. CLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
8. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF —INSPECTION REPORTS, PERMT, CERTIFICATE OF COVERAGE, AND E&SC PLAN ARE REQUIRED TO BE MAINTAINED
ON —SITE AND REMAIN ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACE IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF
THE PROJECT.
9. RE —INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT
ACCELERATED EROSION, OFF —SITE SEDIMENTATION, OR REPETITIVE NON—COMPLIANCE ISSUES.
10.PER THE NPDES PERMIT, GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT
AREA MUST BE STABILIZED WITHIN 7 CALENDAR DAYS.
11.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 90 CALENDAR DAYS, HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
12.ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, THE SITE IS STABILIZED, AND TEMPORARY MEASURES ARE REMOVED, THE PERMITTEE SHALL
CONTACT NCDEQ TO CLOSE OUT THE E&SC PLAN.
13.ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL GROUND DISTURBING ACTIVITIES CAN OCCUR.
GENERAL NOTES
1. ENGINEERING PLANS CREATED FOR THE BRUNSWICK PLANTATION SITE HAVE BEEN USED AS A BACKGROUND TO CREATE THIS PLAN. THEREFORE, GRADES SHOWN ON
THIS PLAN HAVE BEEN PREVIOUSLY INSTALLED BY THE DEVELOPER. LENNAR CAROLINAS, LLC WILL BE PERFORMING VERTICAL CONSTRUCTION OF HOMES ON OWNED
LOTS ONLY AND WILL ONLY PERFORM FINE, ON —LOT GRADING DURING CONSTRUCTION OF HOMES.
2. INDIVIDUAL LOTS WILL BE WRAPPED WITH SILT FENCE WHEN ACTIVE. IF ADJACENT LOT IS BEING DISTURBED SIMULTANEOUSLY, SILT FENCE MAY BE INSTALLED AT THE
LIMITS OF THE BUILDINGS DISTURBED AREA AS LONG AS THE AREA TOTALS LESS THAN ONE ACRE.
3. THERE ARE NO TREE COVERAGE AREAS TO BE PROTECTED DURING CONSTRUCTION OF INDIVIDUAL BUILDINGS. TREE PROTECTION WILL NOT BE A PART OF THIS PLAN.
4. ANY AREAS ON SITE THAT ARE SLOPED AT 3:1 OR STEEPER, CONTRACTOR IS TO USE APPROVED ROLLED EROSION CONTROL PRODUCT TO STABILIZE SLOPE.
CONTRACTOR TO CONTACT ENGINEER TO DISCUSS OTHER APPROVED METHODS.
5. NO MORE THAN ONE CONTIGUOUS ACRE WILL BE DISTURBED AT ANY GIVEN TIME.
6. ANY BORROW MATERIAL MUST COME FROM A PERMITTED SITE OR WASTE MATERIAL MUST GO TO A PERMITTED SITE OR BE AN EXTENSION OF THIS SITE.
7. THERE WILL BE NO STOCKPILE AREAS LOCATED ON —SITE. ANY EXCESS MATERIAL WILL BE HAULED OFF —SITE.
S. IF THE SAME PERSON CONDUCTS THE LAND —DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL
CONSTITUTE PART OF THE LAND —DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE
LAND —DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE
LAND —DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE —USE BORROW SITE OR THROUGH
THE MINING ACT.
8. AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE AND IMPROVEMENTS SHOWN OUTSIDE OF THE LIMITS OF DISTURBANCE ARE NOT INTENDED TO BE PART OF THIS
PLAN AND ARE SHOWN FOR REFERENCE ONLY, WITH THE EXCEPTION OF INLET PROTECTIONS WITHIN THE STREETS.
EROSION CONTROL MAINTENANCE SCHEDULE
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL
CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION IN ORDER
TO CONTROL EROSION AND/OR OFF —SITE SEDIMENTATION IF DEEMED NECESSARY BY ON —SITE INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND AFTER ANY STORM EVENT GREATER
THAN 1.0 INCHES OF PRECIPITATION DURING A 24—HOUR PERIOD, AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. DAMAGED OR INEFFECTIVE DEVICES
SHALL BE REPAIRED OR REPLACED AS NECESSARY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT REACHES HALF CAPACITY OF THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5. AFTER CONSTRUCTION, THE DEVELOPER WILL MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES IN ORDER TO PREVENT ACCELERATED EROSION.
6. SILT FENCE OUTLETS WILL BE ADDED ALONG THE SILT FENCE AT ALL LOW POINTS AS NEEDED BASED ON FIELD CONDITIONS. CONTRACTOR TO DETERMINE LOCATIONS
AS NEEDED.
7. INDIVIDUAL LOTS WILL BE WRAPPED WITH SILT FENCE WHEN ACTIVE.
SELF INSPECTION NOTICE:
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF —INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND —DISTURBING ACTIVITIES INSPECT A PROJECT
AFTER EACH STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF —INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF —MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES, THE FOCUS OF THE SELF —INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE
OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE STAGE OF THE PROJECT AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED
IN ACCORDANCE WITH NCGS 113-54.1 AND 15A NCAC 4B.0131. THE SELF —INSPECTION REPORT FORM IS AVAILABLE AS A PDF FORM FROM
http://deg.nc.gov/about/divisions/energy—minera I —land —resources
erosion—sediment—control/forms
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE DEMLR OFFICE AT [phone] FOR ASSISTANCE.
EACH LOT IS UNDER AN ACRE DISTURBED AND
HAS ITS OWN EROSION CONTROL MEASURES.
SEE TYPICAL LOT EROSION CONTROL DETAIL.
SILT FENCING MAY BE PLACED AT THE I x
SIDE OF LOTS IN INSTANCES WHERE AN .K
ACTIVE LOT IS DIRECTLY ADJACENT TO INLET PROTECTION TO BE PLACED
AN OCCUPIED HOME AS A COURTESY I I I AROUND ALL ON -SITE DRAINAGE
MEASURES AND NOT FOR EROSION STRUCTURES, IF APPLICABLE
AND SEDIMENT CONTROL PURPOSES.
I • SILT FENCE OUTLETS TO BE
"PORT-0-LET" I Ix I INSTALLED ON LOW SIDE OF LOTS
xI
INLET PROTECTION TO BE
PLACED AT ALL STORM DRAIN I STABILIZED CONSTRUCTION
INLETS DOWN STREAM OF ENTRANCE
ALL ACTIVE LOTS. K. I
STREET ♦ 0
`/„r
HOMEBUILDING PURPOSES ONLY
(PHASE 2 OF THE HAMPTIONS)
EROSION & SEDIMENTATION LEGEND
-----
SITE CONSTRUCTION LIMITS
LIMITS OF DISTURBANCE
SILT FENCE
x
STABILIZED CONSTRUCTION ENTRANCE
0
INLET PROTECTION
®
SILT FENCE ROCK OUTLET PROTECTION
LOT AND ROADWAY WATER FLOW
S��
6 50
100
OD
PATH LIGHT PRO
STORMWATER, ENVIRONMENTAL, ENERGY AND SAFETY COMPLIANCE
GUIDING THE WAY FOR A BETTER TOMORROW
1511 EAST STATE ROAD 434, SUITE 3001
WINTER SPRINGS, FL 32708
407-604-3555
PROJECT:
z
Oco
00
CV
z
U
z
J
^
U
J
z
--�
<
0
co
r
J
U
z
c6
0
ozU
C)
w
�0
`
O
o
C/)
0
C/)
O
w
otf
W
z
J�
C)
0
G
U)
OWNER:
LENNAR CAROLINAS, LLC
1941 SAVAGE ROAD, SUITE 100C
CHARLESTON, SC 29407
DRAWN BY: SMA
DATE: 03/15/2023
REVISIONS:
SHEET TITLE:
EROSION CONTROL
PLAN
DRAWNING SCALE: 1" = 50'
PLAN SHEET NUMBER:
EC-2

Date:
Construction:
1. Clear the entrance and exit area of all vegetation, roots,
and other objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions
shown on the plans, and smooth it.
3. Provide drainage to carry water to a sediment trap or
other suitable outlet.
4. Use geotextile fabrics in order to improve stability of the
foundation in locations subject to seepage or high water
table.
�S NORTH CAROLINA
4 Environmental Qul
EFFECTIVE DATE:':'
Maintenance:
1. Per NCG-01 inspect at least once a week and after each 1
inch or greater rainfall-, make any required repairs
immediately.
2. 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.
3. Immediately remove all objectionable materials spilled,
washed or tracked onto public roadways.
CONSTRUCTION ENTRANCE I EXIT
Pace:
Date:
NON-INVASIVE PERMANENT SEEDING
Page:
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
NON-INVASIVE PERMANENT SEEDING
Species Rate
RECOMMENDATIONS FOR LATE
Hard Fescue 15 Ibslacre
WINTER AND EARLY SPRING
Switchgrass 2.5-3.5 Ibslacre'
SEEDING MIXTURE
Indian Grass 5-7 Ibslacre'
Big Bluestem 5-7 Ibslacre'
Species Rate
Centipede 5 Ibslacre
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR SUMMER
Indian Woodoats 1.5-2.5 Ibslacre"
Indian Woodoats 1.5-2.5 Ibslacre"
SEEDING MIXTURE
Virginia Wild Rye 4-6 Ibslacre"
Virginia Wild Rye 4-6 Ibslacre"
Species Rate
Indian Woodoats 1.5-2.5 Ibslacre'
*Depending on mix with others species. See table
p g upon p
"Depending upon mix with other species. See cable
Virginia Wild Rye 4-6 Ibslacre'
6.11.d from Chapter 6 ofthe NC Erosion and Sediment
6.11.d from Chapter 6 of the NC Erosion and Sediment
Control Planningand Design Manual.
g
Control Planning and Design Manual.
"Depending upon mix with other species.
Seeding Dates
Seeding Dates
See table 6.11.d from Chapter 6 of the NC
Mountains - Hard Fescue- Aug 1 - June 1
Coastal or Eastern Piedmont for Centipede- Sept. 1 -
Erosion and Sediment Control Planning
Mountains- Switchgrass, Indian Grass, Big Bluestem-
May
M1
and Design Manual.
Dec 1 -April 15
Coastal and Piedmont for Indian Woodoats and Virginia
Seeding Dates
Piedmont and Coastal- Switchgrass, Indian Grass, Big
Wild Rye- Feb 15 - April 1
Mountains -July 15- Aug 15
Bluestem- Dec 1 - April 1
Mountains for Indian Woodoats and Virginia Wild Rye -
-Aug 15 -Oct 15
Virginia Wild Rye-
Coastal- Indian Woodoats and Vir g y
March 1 -May 15
Sept 1 - Nov 1
Maintenance:
Maintenance:
Indian Woodoats and Virginia Wild Rye
Maintenance:
Significant maintenance may be required to obtain
are both sun and shade tolerant.y
Hard Fescue is not recommended for slopes > 5%.
desired cover once centipede is planted. Acceptable for
Prefers shade.
sodding.
SEED BED PREPARATION:
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone atthe rate of 1 to 1 2tonslacre on
coarse -textured soils and 2-3 tons/acre on fine -textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil, Soils with a pH of 6 or
higher need not be limed-
FERTILIZER- Base application rates on soil tests When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 Iblacre Both fertilizer and lime should be incorporated
into the to 4-6 inches of soil. If a hydraulic seeder is used do not mix seed and fertilizer more than 30 minutes before application.
P Y PP
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break u large clods, If rainfall causes the
9 P 9 9 Y q P P 9
surface to become sealed or crusted loosen it just prior to seeding b raking, harrowing, or other suitable methods for fine grading The finished grade shall be a smooth even soil
J p g Y g, g g g
surface with a loosen uniform) fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage Planting is to be done immediate)
Y 9 P P PP 9 9 Y
after finished grades are obtained and seedbed preparation is completed.
NOTES'
1. Permanent seeding,sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table.
9 q p g
2. A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3- Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent greundcover Soil blankets may be used
in lieu of nurse crops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment, Mulch must be applied uniformly over the soil with a cover density
of at least 80%.
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
NORTH CAROLINA
Environmental Quality
PERMANENT SEEDING RECOMMENDATIONS
�FECTIVE DATE: 111122020
Date:
4' MIN.
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE FRONT VIEW
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY WIRE FENCE
AND HARDWARE CLOTH
SECTION VIEW
CARO
DATE: 11112120,-:1
3' FILTER FABRIC
ON GROUND
Page:
SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST \
SET MAX 2' APART
MIN, 18" INTO SOLID
GROUND
NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY 6" OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de -watering.
SILT FENCE OUTLET
Steel Post
Construction:
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height ofthe sediment fence does not exceed 24
inches above the ground. (Higher fences may impound volumes of
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length ofthe
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post.
4. Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the
upslope side ofthe fence post. Wire or plastic zip ties should have a
minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of
8 feet apart. Supports should be driven securely into the ground a
minimum of 24 inches.
G. Extra strength filter fabric with 6 feet post spacing does not require
wire mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound
tensile strength.
7. Excavate the trench approximately 4 inches wide and 8 inches deep
along the proposed line ofthe posts and upslope from the barrier.
8. Place 12 inches of fabric along the bottom and side ofthe trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence
performance.
10. Do not attach filter fabric to existing trees.
Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch
rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose, or
become ineffective, replace it promptly.
3. Remove sediment deposits as necessary to provide adequate storage
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4. 1 its and
I drainage
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence Wire Fence
Plastic or
Wire ties
it
18-24"
8" down & 4"
forward along the
11 trench
L Filter Fabric I I
Wire Fence Filter Fabric
Plastic or
Wire Backfill trench
and Compact
Steel Post thoroughly
-
Upslope
'Min,
8" Min.
24"
CROSS SECTION VIEW
SILT FENCE
Date: Page:
TEMPORARY SEEDING RECOMMENDATIONS
TEMPORARY SEEDING
TEMPORARY SEEDING
FOR LATE WINTER AND EARLY SPRING
RECOMMENDATIONS FOR SUMMER
RECOMMENDATIONS FOR FALL
Seeding Mixture
Seeding Mixture
Seeding Mixture
Species Rate (lb/acre)
Species Rate (Ib/acre)
Species Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in 50
German millet 40
Rye (grain) 12D
Piedmont and Coastal Plain,
In the Piedmont and Mountains, a
Seeding Dates
Korean in Mountains)
small -stemmed Sudangrass may be
Mountains -Aug. 15 - Dec. 15
Omit annual lespedeza when duration of
substituted at a rate of 50 Ib/acre.
Coastal Plain and Piedmont -Aug. 15 - Dec. 31
temporary cover is not to extend beyond June.
Seeding Dates
Mulch
Seeding Dates
Mountains -May 15 - Aug. 15
Apply 4,000 Iblacre straw. Anchor straw by
Mountains -Above 2500 feet: Feb. 15 - May 15
Piedmont -May 1 - Aug. 15
tacking with asphalt, netting, or a mulch
Below 2500 feet: Feb. 1- May 1
Coastal Plain -Apr. 15 - Aug. 15
anchoring tool. A disk with blades set nearly
Piedmont -Jan. 1 - May 1
Mulch
straight can be used as a mulch anchoring tool.
Coastal Plain -Dec. 1 - Apr. 15
Apply 4,000 Iblacre straw. Anchor straw
Maintenance
Mulch
by tacking with asphalt, netting, or a
Repair and refertilize damaged areas
Apply 4,000 Iblacre straw. Anchor straw by
mulch anchoring tool. A disk with blades
immediately. Topdress with 50 Iblacre of nitrogen
tacking with asphalt, netting, or a mulch
set nearly straight can be used as a
in March. If it is necessary to extend temporary
anchoring tool. A disk with blades set nearly
mulch anchoring tool.
cover beyond June 15, overseed with 50 Iblacre
straight can be used as a mulch anchoring tool.
Maintenance
Kobe (Piedmont and Coastal Plain) or Korean
Maintenance
Refertilize if growth is not fully adequate.
(Mountains) lespedeza in late February or early
Refertilize if growth is not fully adequate.
Reseed, refertilize and mulch immediately
March.
Reseed, refertilize and mulch immediately
following erosion or other damage.
following erosion or other damage.
SEED BED PREPARATION:
LIMING- Apply lime accordin to soil test recommendations. If the H (acidity) of the soil is not known an application of round agricultural limestone at the rate of 1 to 1 -tonslacre on
PPY 9 P i tY) pP 9 9 z
coarse -textured soils and 2-3 tonslacre on fine -textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH cf 6 or
higher need not be limed,
FERTILIZER- Base application rates on soil tests When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 Iblacre Both fertilizer and lime should be incorporated into
the top 4-6 inches of soil, If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the
surface to become sealed or crusted loosen it just prior to seeding b raking, harrowing, or other suitable methods for fine grading The finished grade shall be a smooth even soil
1 P 9 Y 9� 9� 9 9
surface with a loosen uniformly fine texture All ridges and depressions shall be removed and filled to provide the approved surface drainage Planting is to be done immediately after
finished grades are obtained and seedbed preparation is completed
NORTH CAROLINA
t Environmental Quality
TEMPORARY SEEDING RECOMMENDATIONS
EFFECTIVE DATE: 11/122020
Date'
St4
3'-5'inte
s at 25'
12"
Initial channel anchor trench Terminal slope and channel
archor trench
..................................
3" Min, ..........................
Anchor 5" xb"
Overlap min. Trench
Overlap Cvercut channel 2" Longitudinal
E" "In to allow bulking Anchor Trench
�\ during seedbed
preparation
DETAIL INFORMAIIII TAKEN HARDWARE CLOTH & GRAVEL
NA
'EROSION AND AOM 1HE ND SEDIMENT u 3 INLET PROTECTION
CONTROL PLANINING AND C3.2
DESIGN L111NLIAL"- N.T.S.
Typical installation
with erosion control
blankets or turf
n=infurcemant mats
6" Mln
Longitudinal anchor trench
Single -lap spliced ends orbegin new
roll in an intermittent check slot
WASHED
STONE
NO
�I
MAXIMUM GALAVANIZED
POST HARDWARE ARE
CATCH BASIN SPACING 4F EXTENDS TO TOP
OF BOX STANDARD METAL
POST 2' IN
GROUND
#57 WASHED
STONE PLACED AT
A HEIGHT OF 16'
40W �s MIN. ABOVE TOP
SPACING OF 4' rLHn YItY11
MAXIMUM p
CONSTRUCTION SPECIFICATIONS: SECTION A -A
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE - FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL
GRADING ELEVATIONS.
B. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2OR GREATER) RAINFALL EVENT. CLEAR THE MESH
WIRE OF ANY DEBRIS OR OTHER OBJECTS 0 PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO
DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
Page
R 6" Min. and staple at
Overlap 12" intervals Prepare soil and apply seed b.f.
FLOW
....................
................ installing blankets mats or other
:.... .....r..,.. Staple Overlaps temporary channel liner systems
Max. 5" spacing
Bring material down to a level area,
turn the end under 4" and staple at
NOTES 12" intervals
1.
Lime, fertilize and seed before installation. Planting of shrubs trees, etc. should occur after installation.
2.
Slope surface shall be smooth before placement for proper soil contact.
3.
Design velocities exceeding 2 feetlsecond require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes
established,
4.
Terminal anchor trenches are required at RECP ends and intermittent check slats must be constructed across channels at 25 foot intervals. MAINTENANCE',
5.
Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep 1,
Inspect Rolled Erosion Control Products at least weekly and
and 6 inches wide
after each rain of 1 inch or greater, repair immediately.
6.
For installation on a slope, place RECP 2-3 feet aver the top of the slope and into an excavated end trench measuring approximately 12 2-
Good contact with the ground must be maintained, and
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact. Unroll the RECP down
erosion must not occur beneath the RECP.
the slope maintaining direct contact between the soil and RECP. Pin using staples or pins in a 3 feet center -to -center pattern. 3.
Any areas of the RECP that are damaged or not in close
7.
11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring.
contact with the ground shall be repaired and stapled
8.
Grass -lined channels with design velocities exceeding 6 feetisecond should include turf reinforcement mats 4-
If erosion occurs due to poorly controlled drainage; the
9
Check slots to be constructed per manufacturers specifications
problem shall be fixed and the eroded area protected.
10.
Staking or stapling layout per manufacturers specification. 5.
Monitor and repair the RECP as necessary until ground cover
11-
If there is a berm at the top of slope, anchor upslope of the berm-
is established,
12-
Do not stretch blanketslmatting tight, allow the rolls to mnferm to any irregularities
13.
For slopes less than 3H:1 V, rolls may be placed in horizontal strips.
EFFECTIVE DATE: 11;12i20,6
ROLLED EROSION CONTROL PRODUCTS (RECP)
�I
PATH LIGHT PRO
STORMWATER, ENVIRONMENTAL, ENERGY AND SAFETY COMPLIANCE
GUIDING THE WAY FOR A BETTER TOMORROW
1511 EAST STATE ROAD 434, SUITE 3001
WINTER SPRINGS, FL 32708
407-604-3555
PROJECT:
z
O�
00
z
�U
CV
J
J
z
^<0
QJ
r
U
z
00
0
C3
0
Ill
U
U)
UJ
`
0
-
0
0
O�
w
W
z
J�
C)
0
0
J
V J
OWNER:
LENNAIT
LENNAR CAROLINAS, LLC
1941 SAVAGE ROAD, SUITE 100C
CHARLESTON, SC 29407
DRAWN BY: SMA
DATE: 03/15/2023
REVISIONS:
SHEET TITLE:
EROSION CONTROL
DETAILS
PLAN SHEET NUMBER:
EC-3

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
e Hydrose'eding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other VIL11ch
• Plastic sheeting
Permanent Stabilization
* Permanent grass seed covered with straw or
other mulches and tackifiers
_ Geotextille fabrics such as permanent soil
reinforcement matting
* Hydros+eeding
= Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
Rolle4i erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved DAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMSIFlocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated 5tormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
5. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
En viron m en ta I Q u a 11ty
_-_-
`M■a
1 �■
►'+
� xrx� arxr Nw
ONSITE CONCRETE WASHOUT
STRUCTURE WIT14 LINER
ML ui� xwaM■iim s MA
a ,x coNoia r vassn�uc�uw .o"
x w�nA�■a nog uoioa
xx�n v+�our sn�ucw�c � m x
cfm
RIIl1i
a.r�r
rar�rrs xva arm► ww
�i� �
IAfM M L�� IMNVa >41�
dt !1! i11INUN 1Ei
1� COVAM VM A I CI
KVIM
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
0D
PATH LIGHT PRO
STORMWATER, ENVIRONMENTAL, ENERGY AND SAFETY COMPLIANCE
GUIDING THE WAY FOR A BETTER TOMORROW
1511 EAST STATE ROAD 434, SUITE 3001
WINTER SPRINGS, FL 32708
407-604-3555
PROJECT:
z
°O
CV
Z
U
Z
J
�
c=
J
z
^<0
CO
�
rUZ
J
oo
0
ozU
�
C)
Lu
�0
-
OoU)
0
U)
O
;l_I
Of
L
z
J�
C)
0
r
U)
OWNER:
LENNAIT
LENNAR CAROLINAS, LLC
1941 SAVAGE ROAD, SUITE 100C
CHARLESTON, SC 29407
DRAWN BY: SMA
DATE: 03/15/2023
REVISIONS:
SHEET TITLE:
NCGO1 GROUND
STABILIZATION
PLAN SHEET NUMBER:
EC-4

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are mane during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain me-asurement for these un-
attended days (anc this will determine if a site inspection is
needed). days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4, Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Dame of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as nil
event ? 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, .and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event } 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part 111, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the tmeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
A report at least ten drys before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(rn)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
Within 24 hours, an oral or electronic notification.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue, and steps taken or planned to reduce, eliminate, and
CFR 122.41(l)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
+
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
NORTH CAROLINA
Environmental Quality
EFFECTIVE: 04/01/19
0D
PATH LIGHT PRO
STORMWATER, ENVIRONMENTAL, ENERGY AND SAFETY COMPLIANCE
OIIIDINO THE WAY FOR A BETTER TOMORROW
1511 EAST STATE ROAD 434, SUITE 3001
WINTER SPRINGS, FL 32708
407-604-3555
PROJECT:
z
Oco
00
CV
Z
U
Z
J
�
U)
J
z
^<0
Cn
m
�
QJ
rUZ
oo
-
0
C,
CU
C/)wz
I->_O
I
0
U)
0
Cn
O
wEI
Of
L
z
J�
0
Q
0
U)
OWNER:
LENNAR CAROLINAS, LLC
1941 SAVAGE ROAD, SUITE 100C
CHARLESTON, SC 29407
DRAWN BY: SMA
DATE: 03/15/2023
REVISIONS:
SHEET TITLE:
NCGO1
SELF -INSPECTION
PLAN SHEET NUMBER:
EC-5