NCC223244_MODIFICATION Supporting Doc (LOT LIST CORREC)_20230723

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VICINITY MAP REVISIONS:
INDIVIDUAL LOT EROSION CONTROL PLAN SCALE: 1" = 1000'
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LOTS : A25 � A21 & D6 � DlO
General Notes: Ak
1. CONTACT NORTH CAROLINA ONE-CALL CENTER, INC. (NC ONE-CALL)AT
811 TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO llAA
EXCAVATING OR TRENCHING.
KINSTON TOWNSHIP LENOIR COUNTY NC 2. THIS PROPERTY IS LOCATED IN A FLOOD ZONE X(AREAS DETERMINED TO
J BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN)AS SHOWN ON THE
FEMA FLOOD INSURANCE RATE MAP NUMBER 3701454504J, EFFECTIVE •
J U LY 02,2004.
•
3. THE PURPOSE OF THESE PLANS IS FOR EROSION CONTROL ON INDIVIDUAL
LOTS A2-A4,A22, 131-132, 1321-1323,C2-C7&D2-D5 ONLY.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL,STATE AND •
FEDERAL REQUIREMENTS.
5. INSPECTALL EROSION CONTROL MEASURES WEEKLYAND AFTER EVERY
T \ RAINFALL PRODUCING EVENT. REPAIR EROSION CONTROL MEASURES AS
T I REQUIRED IMMEDIATELY FOLLOWING INSPECTION.
6. EXISTING CONDITIONS WERE TAKEN FROM ELECTRONIC FILES PROVIDED N
I I I I BY D.R. HORTON AND ARE NOT THE RESULT OF A TOPOGRAPHIC SURVEY.
EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS I 1 PRIOR TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED Z
\ I I Iy DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE
SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. J •O
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— / Site Data 00 s
II I TOTAL DISTURBED ACREAGE: 4.0 AC.
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I I I I U REFERENCES: Z W DEED BOOK 866, PAGE 290 > Z
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MAP BOOK 10, PAGE 156 O Q
I I MAP BOOK 12, PAGE 68 W V J C
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ADDRESS: Q 0
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II I I I I POOLE ENTERPRISES, INC D.R. HORTON 0_ Y o
I I I I 4114 BERKLEY AVE 7208 FALLS OF NEUSE RD. > 0 N
I I U — — KINSTON, NC 28504 SUITE 201 —
L I I I O RALEIGH, NC 27615
I I 1 CONTACT:TRACEY DAVIS Z N
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PHONE: [phone] � V
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20 D8 D9 10 Engineer m
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Uj D6 A7 ARK CONSULTING GROUP, PLLC g
19 I 2755-B CHARLES BLVD.
I GREENVILLE, NC 27858
\ CONTACT:SCOTT ANDERSON, PE %%` tCARO� �
PHONE: [phone] �` �i
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SHEET INDEX o W
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Sheet No. C-1 Cover Sheet iLn
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I Sheet No. C-2 Erosion Control Plan a) z
Sheet No. C-3 Erosion Control Details � � Y
I Sheet No. C-4 Erosion Control Details U �'
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Project Manager: STA
OVERALL MAP
Drawn By: CED N
SCALE: 1" =100' Checked By: BCF o
Project Number: 22097
Drawing Number: D-1375
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Know what's below. 100' 0 50' 100'
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Call before you dig. N
1-800-632-4949 SCALE 1 inch = 100 ft Date: 10-14-2022
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Erosion Control Provisions Demolition Notes:
1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE PITT COUNTY EROSION
CONTROL ADMINISTRATOR AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL 1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 48 HOURS IN ADVANCE OF ANY LAND
BEGIN. DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK.
NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER.
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL,EQUIPMENT
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.24 HOUR NOTICE IS REQUIRED. V)
4. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL AND z
4. INSTALL FILTER BAG INLET PROTECTION AT ALL CATCH BASINS, DROP INLETS,AND YARD INLETS ACCORDING MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING
TO DETAILS. ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE o
5. FIELD LOCATE AND INSTALL STONE CONSTRUCTION ENTRANCES AT EACH LOT AS SHOWN ON DETAILS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. U5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL
JF_ LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION
I I / I / \ \ \ FOR ALL AREAS AND SOSED SLOPES WITHIN 7 S STEEPER THAN 3DAAL OOT COMPLETION R AREAS SHAL ANPHASE
STABILIZED WITHIN 14O PERIMETER 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES.
(1 I // I / i '� \\ 7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR.CONTRACTOR SHALL NOTIFY
7. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. w
/ \ / BASIS AND AFTER EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER a
WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO$5000.00 PER DAY OF 8 COONTRACTOR SHALL ALL HAVE STUBBED ITEMS ALL RESET RNERBYBY A LCENSED SURVEYOR AT NO INS,MONUMENTS,PROPERTY
CORNERS,
,ANDST BENCHMARKS OW DURING DEMOLITION ACTIVITIES.IF DISTURBED,CONTRACTOR o
VIOLATION. �
8. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE 9• CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.
I REVISIONS:
PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY LOCAL AGENCIES
WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH
9. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL
STATE WATER QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY MEASURES.
ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING ACTIVITY.
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES.
10. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES
IN THE NEUSE AND TAR RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES 12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. •
(DWR). 13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED.
Construction Sequence: Erosion Control General Notes
THE PROJECT CONSISTS OF CONSTRUCTING SINGLE FAMILY
1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT,THE SUBMITTED PLAN AND/OR THE CONTRACT
/ / I HOUSES ON PREVIOUSLY DEVELOPED LOTS.
SPECIFICATIONS,THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
1. OBTAIN LAND DISTURBANCE PERMIT
3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO DETERMINE COMPLIANCE AND
2. SCHEDULE A PRE CONSTRUCTION CONFERENCE A COPY OF THE PLAN MUST BE ON FILE AT THE JOB SITE. IF IT IS DETERMINED THAT THE IMPLEMENTED PLAN IS INADEQUATE,THE ENGINEER MAY REQUIRE THE •
3. INSTALL TEMPORARY SILT FENCE INSTALLATION OF ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO COMPLY WITH STATE LAW.
4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH THE AREA OF EXPOSURE AND
4. INSTALL TEMPORARY SILT FENCE OUTLETS THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED.
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5. UNLESS A TEMPORARY,MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN STRAW MULCH MUST BE APPLIED,AT A MINIMUM RATE OF 2 TONS/ACRE,TO
ALL SEEDED AREAS. THE MULCH MUST COVER AT LEAST 75%±OF THE SEEDED AREA AFTER IT IS EITHER TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED •
6. INSTALL INLET PROTECTION IN PLACE.
7. BUILDING PAD INSTALLATION
- / O I I 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER,AND MUST BE PROVIDED WITH A GROUND COVER
8. UTILITY INSTALLATION SUFFICIENT TO RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS
NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER).
9. BUILDING CONSTRUCTION N
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE,STONE CHECK DAM,OR ABC FILTER AS APPROPRIATE FOR
10. FINE GRADE LOT SITE CONDITIONS.
_
11. INSTALL PERMANENT STABILIZATION 8. PROVIDE PERMANENT SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE.
- .. r / I / / I / / Erosion Control Legend ' Q 5
I I I / I ( I / I \ b EROSION CONTROL MEASURES SHALL BE INSTALLED ON EACH LOT PER THE TYPICAL LOT J 0
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D.B. DEED BOOK CONFIGURATIONS SHOWN ON SHEET C-3. A MINIMUM OF 2 SILT FENCE OUTLETS SHALL BE
INLET I I \ P.G. PAGE INSTALLED ON EACH LOT LOCATED AT CORRESPONDING LOW POINTS IN THE SILT FENCE . Z J U
PROTECTION EXISTING CATCH BASIN , ® O O S
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Park611e (TYP) - T ® EXISTING IRON STAKE J ♦ ) W
p'llen \ EXISTING WOODSLINE �/♦
� INLET PROTECTION SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE PLAN. INLET a � ~FH W
EXISTING FIRE HYDRANT Know what's below. PROTECTION USED SHALL BE FILTER BAG INLET PROTECTION AS INDICATED ON THE W Z Z
_ _ _ - - _ - EXISTING CURB AND GUTTER DETAILS ON SHEET C-3. INLET PROTECTION SHALL BE MAINTAINED AS INDICATED ON >_ 0 Z
- - call before you dig. THE DETAILS. '//�� V J ♦--,
I \ \ \ \ I \ I\ \ 1 LOD LIMITS OF DISTURBANCE 1-800-632-4949 V/ Q
\ SF SILT FENCE J Z
SILT FENCE OUTLET O o
- � T \ \\ I 5-• � \ \ I \ SILT FENCE OUTLETS ARE TO BE FIELD
I 1 \ \ I 1 ^� \ \ \ I fir► EXISTING DRAINAGE FLOW ARROW DISTURBED AREA = LOCATED IN LOW POINTS ALONG W V
\ \ I \ I 1 1 U I I I \ ■ TEMPORARY WATTLE SEDIMENT BARRIER TOTAL 4.00± AC. PROPOSED SILT FENCE. (TYPICAL) ~ O
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I I \ \ I \ 1 I 1 I I I I I \ I I \ CONSTRUCTION ENTRANCE 0 W W 0
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s I \ \ \ 1 I I I CONCRETE WASHOUTS SHALL BE Z ~ J
CONSTRUCTION ENTRANCES SHALL INSTALLED AND MAINTAINED IN O
BE FIELD LOCATED ON EACH LOT PER O J J
CORRESPONDING DRAINAGE ACCORDANCE WITH EROSION CONTROL J m 0
O / NOTES AND DETAILS; FIELD LOCATE IN
3s -• js I I PATTERN TYPE EROSION CONTROL
r• / \I �\ ACCESSIBLE LOCATION COORDINATED � (/)
I \ I DETAILS ON DETAIL SHEET C3. 0 Q
WITH APPROVING AUTHORITY AWAY � �_
4s �� \\ I I / A 5 / I / `I \ I I PROTECT EXISTING UTILITIES FROM STORM DRAINAGE INLETS AND = E
OA-21 / o I I ✓ I I3s /6,366.24/SF O / \ / (TYPICAL) SURFACE WATERS AS NOTED ON SHEET C-4. W Y N
/ 3s �,� - ! / 0.15 AC �1 / I / I / I \ O °6
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PATTERN TYPE SHALL UTILIZE EROSION a z TH � z
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ON SNIFFY C-3 a J a
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Protect Manager: STA '-
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Drawn By: CED
Checked By: BCF
Project Number: 22097
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� Drawing Number: D-1375 x
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50 0 25 500
C-2
SCALE 1 inch = 50 ft
Date: 10-14-2022 3
C)

Erosion Control Measures. SILT FENCE(USE COMBINATION SILT SILT FENCE(USE COMBINATION SILT
FENCE/TREE PROTECTION FENCE IF FENCE/TREE PROTECTION FENCE IF
1. All work will be done in accordance with the Erosion and Sedimentation Control Act of 1973 and the NC Department of Environment and Natural Resources.No land disturbing activity beyond that ADJACENT TO A STREAM BUFFER OR ADJACENT A STREAM BUFFER OR SILT FENCE(USE COMBINATION SILT FENCE/
required to install the appropriate erosion control measures may proceed until measures are inspected and approved by the Owner or Engineer. TREE CONSERVATION AREA TREE CONSERVATION AREA SILT FENCE TREE PROTECTION FENCE IF ADJACENT TO A SILT FENCE
OUTLET TYP. STREAM BUFFER OR TREE CONSERVATION AREA OUTLET TYP.
2. Prior to beginning demolition,temporary silt fence shall be installed as shown on the construction drawings. Disturbed areas as part of the surcharge installation work shall be stabilized prior to
beginning subsequent work. Rock Inlet Sediment Traps shall be placed around all drainage structures as they are installed to collect surface runoff and control siltation and release water at a SF F SF SF SF SF s is is is is ds
gradual rate.
SILT FENCE
3. Parking lots shall have stone base placed on them for stabilization and shoulders shall be seeded to stabilize the soil. Seed bed preparation shall be conducted according to North Carolina
Department of Transportation Standard Specifications for Roads and Structures(D.O.T.). The ground surface shall be cleared of stumps,stones,roots,cables,wire,grade stakes,and other LOW
materials that might hinder proper grading,tillage,seeding or subsequent maintenance operations. Grades on the area to be seeded shall be maintained in a true and even condition. I I I I I N I I ^_ ^_ POINT N
Maintenance shall include any necessary repairs to previously graded areas. All graded areas shall be thoroughly tilled to a depth of at least four(4)inches by plowing,disking,harrowing,or other w
approved methods until the condition of the soil is acceptable. On sites where soil conditions are such that high clay content and excessive compaction cause difficulty in getting clods and lumps I T T I I I I I I I 2
effectively pulverized,the Contractor shall use the rotary tillage machinery until the mixing of the soil is acceptable and no clods or clumps remain larger than 1 1/2 inches in diameter. Afirm and SILT FENCE 0
compact seed bed is required and after being graded,the seed bed shall be lightly compacted with a land roller,such as a cultipacker,before and after seeding.Limestone shall be dolomitic
agriculture ground limestone containing not less than 10 percent magnesium oxide.Lime shall be uniformly applied at the rate of 2 tons per acre. Fertilizer shall be uniformly applied at a rate of
500 pounds per acre of 10-20-20 analysis. The fertilizer shall be incorporated into the upper three or four inches of prepared seed bed just prior to the last tillage operation,but in no case shall it
be applied more than three days prior to seeding. Fertilizer shall be used immediately after delivery or stored in a manner that will not permit it to harden or destroy its effectiveness.
When hydroseeding equipment is used for seeding,fertilizer shall be applied simultaneously with seed,using the above rates of application. Seed shall be certified seed or equivalent based on SILT FENCE
North Carolina Seed Improvement Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet,moldy,or otherwise damaged I I I I I I I N
prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters,power-drawn planters,hand packers,or hydroseeding equipment at the rates shown on sheet C-2:
IT TI I I I I I
0
NPDES Stormwater Discharge Permit for Construction Activities(NCG01) NCDEN R/Division of Energy,Mineral and Land Resources
STABILIZATION TIMEFIRAMES
(Effective Aug.3,2011)
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS I I I I I I I in
Perimeter dikes swales ditches slopes 7 days None
, P Y
High Quality Water(HQW)Zones 7 days None 46
Slopes steeper than 3:1 7 days If slopes are 10'or less in length and are in T
not steeper than 2:1,14 days are allowed.
CONSTRUCTION CONSTRUCTION CONSTRUCTION
ENTRANCE I I I SILT FENCE I ENTRANCE I ENTRANCE I I N
Slopes 3:1 orflatter 14 days 7 days for slopes greater than 50'in length. (LOCATED ON HIGH (LOCATED ON HIGH (LOCATED ON
SIDE OF LOT) SIDE OF LOT) HIGH SIDE OF LOT)
-,,-CONSTRUCTION ENTRANCE
(LOCATED ON HIGH SIDE OF LOT)
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
SILT FENCE
LOW
POINT
4. Ground Stabilization(Per NCG010000) I I I SF SF I I SF SF t I I SF �SF SF SF SF ICW a.Soil stabilization shall be achieved on any area of a site where land-disturbing activities have temporarily or permanently ceased according to the following schedule:
i. All perimeter dikes,swales,ditches,perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical(3:1)shall be provided temporary or permanent stabilization with ground cover as soon as BACK OF CURB BACK OF CURB BACK OF CURB
practicable but in any event within 7 calendar days from the last land-disturbing activity. ROADWAY ROADWAY ROADWAY ii. All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within 14 calendar days from the last land-disturbing activity. BACK OF CURB
b.Conditions-In meeting the stabilization requirements above,the following conditions or exemptions shall apply: ROADWAY
i. Extensions of time may be approved by the permitting authority based on weather or other site-specific conditions that make compliance impracticable. - - - - - - - - - - - - - - - - - - - - - - - -
ii. All slopes 50'in length or greater shall apply the ground cover within 7 days except when the slope is flatter than 4:1.Slopes less than 50'shall apply ground cover within 14 days except when slopes are
steeper than 3:1,the 7 day-requirement applies.
iii.Any sloped area flatter than 4:1 shall be exempt from the 7-day ground cover requirement.
iv.Slopes 10'or less in length shall be exempt from the 7-day ground cover requirement except when the slope is steeper than 2:1.
v.Although stabilization is usually specified as ground cover,other methods,such as chemical stabilization,may be allowed on a case-by-case basis. O FLOW TO REAR O FLOW TO FRONT O FLOW TO FRONT AND REAR D FLOW TO RIGHT
vi.For portions of projects within one mile and draining to trout waters and High Quality Waters as classified by the Environmental Management Commission,stabilization with ground cover shall be
achieved as soon as practicable but in any event on all areas of the site within 7 calendar days from the last land-disturbing act.
vii. For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental Management Commission,stabilization with ground cover shall be achieved as soon
as practicable but in any event on all areas within 7 calendar days from the last land-disturbing act.
viii. Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge during construction may be exempt from the temporary ground cover requirements SILT FENCE(USE COMBINATION SILT SILT FENCE(USE COMBINATION SILT
if identified on the approved E&SC plan or added by the permitting authority. SILT FENCE(USE COMBINATION SILT
FENCE/TREE PROTECTION FENCE IF FENCE/TREE PROTECTION FENCE IF
5.Self Inspection and Reporting Requirements(Per NCG010000) ADJACENT TO A STREAM BUFFER OR ADJACENT TO A STREAM BUFFER OR FENCE/TREE PROTECTION FENCE IF DRAINAGE
TREE CONSERVATION AREA TREE CONSERVATION AREA SILT FENCE SILT FENCE ADJACENT TO A STREAM BUFFER OR Z
Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of Water Quality. OUTLET TYP. OUTLET TYP. TREE CONSERVATION AREA PATTERN TYPE Z
a.A rain gauge shall be maintained in good working order on the site unless another rain monitoring device has been approved by the permitting authority. LOT# J .O
b.A written record of the daily rainfall amounts shall be retained and all records shall be made available to DWQ or authorized agent upon request(Note:if no rainfall occurred,the permittee must record"zero"). - - - - - - - - - - - - - - - - - -
c.Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly. Inspection records must be maintained for each inspection event and for each measure. At a SF SF -SF---SF sF is is is is is w!
minimum,inspection of measures must occur at the frequency indicated below: O aV
i. All erosion and sedimentation control measures must be inspected b or under the direction of the ermittee at least once eve seven calendar days,and SILT FENCE J
P Y P Y LOW LOW O
ii. All erosion and sediment control measures must be inspected b or under the direction of the ermittee within 24 hours after an storm event of greater than 0.50 inches of rain per 24 hour period.P Y P Y 9 P P POINT POINT AS-A7 B /////) 0
iii.Times when a determination that adverse weather conditions prevented inspections should be documented on the Inspection Record. I r �-_ --- I I I T I SILT FENCE v; S
d.Once land disturbance has begun on the site,stormwater runoff discharge outfalls shall be inspected by observation for erosion,sedimentation and other stormwater discharge characteristics such as clarity, pp 0�/
floating solids,and oil sheens. Inspections of the outfalls shall be made at least once every seven calendar days and within 24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period. A-O D L�
e.Inspections are only required to be made during normal business hours.When adverse weather conditions would cause the safety of the inspection personnel to be in jeopardy,the inspection can be delayed
until it is deemed safe to perform these duties.If the inspection cannot be done on that day,it must be completed on the following business day. A9-A15 A Z LU J
f. Twenty-four Hour Reporting for visible sediment deposition O Z L
i. The ermittee shall report to the Division of Water Quality central office or the appropriate re Zonal office an visible sediment being deposited in an stream or wetland or an noncompliance which may ��� ��� LU P P tY9 Y 9 P Y Y P Y
..
A16 A17
endanger health or the environment. See Section IX of this permit for contact information. An information shall be provided oral) or electronically within 24 hours from the time the ermittee became aware E
9 ( P ) Y P Y Y P z Q I _
of the circumstances.Visible discoloration or suspended solids in the effluent should be recorded on the Inspection Record as provided below. p p V
ii. A written submission shall be provided to the appropriate regional office of the DWQ within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a SILT FENCE A18,A19 B J Q J
description of the sediment deposition and actions taken to address the cause of the deposition.The Division of Water Quality staff may waive the requirement for a written report on a case-by-case basis.
g.Records of inspections made during the previous 30 days shall remain on the site and available for agency inspectors at all times during normal working hours, unless the permitting authority provides a I I I I I I O 0
site-specific exemption based on unique site conditions that make this requirement not practical.Older records must be maintained for a period of one year after project completion and made available upon A20 CID O�/ � O
request. The records must provide the details of each inspection including observations, and actions taken in accordance with this permit. The permittee shall record the required rainfall and monitoring I I I I I I W
observations on the"Inspection Record for Activities Under Stormwater General Permit NCG010000"form provided by the Division or a similar inspection form that is inclusive of all of the elements contained I A21 B r v, W
in the Division's form.Electronic storage of records will be allowed if approved by the permitting authority. Z O
h.Inspection records must include,at a minimum,the following: p p FL
i. Control Measure Inspections:Inspection records must include at a minimum: D6-D8 D O
1. identification of the measures inspected, I LL
2. date and time of the inspection,
D9,D10 D U W W ^+
3. name of the person performing the inspection,
4. indication of whether the measures were operating properly, Z W
Q O J
5. description of maintenance needs for the measure,
6. corrective actions taken and I I I N I I N I LOTS NOTED WITH TYPICAL DRAINAGE 0 7. date of actions taken. PATTERN TYPE SHALL UTILIZE EROSION J
ii. Stormwater Discharge Inspections:Inspection records must include at a minimum: I T I I I I I CONTROL AS INDICATED WITH m O
1. identification of the discharge outfall inspected, O
I -i }�
2. date and time of the inspection, CORRESPONDING DETAIL ON SHEET C-3
3. name of the person performing the inspection, Q U)
4. evidence of indicators of stormwater pollution such as oil sheen,floating or suspended solids or discoloration, C
5. indication of visible sediment leaving the site, I Q
6. actions taken to correct/prevent sedimentation and
7. date of actions taken.
iii.Visible Sedimentation Found Outside the Site Limits:Inspection records must include:
1. an explanation as to the actions taken to control future releases, I r o
CONSTRUCTION CONSTRUCTION W N
2. actions taken to clean up or stabilize the sediment that has left the site limits and I Q N
3. the date of actions taken. I I ENTRANCE I I I I ENTRANCE do
v.Visible Sedimentation Found in Streams or Wetlands:All inspections should include evaluation of streams or wetlands onsite or offsite(where accessible)to determine if visible sedimentation has occurred.
LOCATED ON LOCATED ON Z
CONSTRUCTION o
i. Visible Stream Turbidity-If the discharge from a site results in visible stream turbidity, inspection records must record that evidence and actions taken to reduce sediment contributions. Sites discharging to ENTRANCE HIGH SIDE OF LOT) CD
SILT FENCE OUTLET AT HIGH SIDE OF LOT) U cN
streams named on the state's 303(d)list as impaired for sediment-related causes may be required to perform additional monitoring, inspections or application of more-stringent management practices if it is (LOCATED ON HIGH LOW POINT ADJACENT TO
determined that the additional requirements are needed to assure compliance with the federal or state impaired-waters conditions.If a discharge covered by this permit enters a stream segment that is listed on SIDE OF LOT
DRAINAGE EASMENT
the Impaired Stream List for sediment-related causes,and a Total Maximum Daily Load(TMDL)has been prepared for those pollutants,the permittee must implement measures to ensure that the discharge of SILT FENCE SILT FENCE
pollutants from the site is consistent with the assumptions and meets the requirements of the approved TMDL.The DWQ 303(d)list can be found at:http://h2o.enr.state.nc.us/tmdl/General_303d.htm/ I LOW I o
6.All erosion and sedimentation control devices shall remain in place and be maintained by the Contractor until all seeding is established and construction areas have been stabilized. POINT
SF SF SF SF SF LsF I I SF SF SF SF SF I I d5 d5 d5 d5 d5 L_ I o
,,M, N
7.Temporary Seeding-Seed in accordance with Soil Conservation Service recommendations with regard to seed type,rate of application,fertilizer,etc. v
BACK OF CURB BACK OF CURB BACK OF CURB
ROADWAY N
ROADWAY ROADWAY
.� 'ES•
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O FLOW TO LEFT SPLIT�I� AND RE OR CORNERSW TO T FRONT SPLIT CIE AND RE OR CORNERS W TO LEFT FRONT 28425 cN
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GRATE HOOD GRATE '����������`` °Oi
1" REBAR FOR BAG 1011412022
10
® REMOVE FROM INLET 4'MIN. CONSTRUCTION SPECIFICATIONS: a Z i
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL J z i
TOP OF SILT FENCE VEGETATION,ROOTS,AND OTHER OBJECTIONABLE U) J a J
FILTER BAG MUST BE AT LEAST MATERIAL AND PROPERLY GRADE IT. a`a
1'ABOVE THE TOP NOTES: 8'MAX.STANDARD STRENGTH FABRIC W WIRE FENCE 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND J = o5 M
OF WASHED STONE 1. INSPECT SEDIMENT FENCES AT LEAST / DIMENSIONS SHOWN ON THE PLANS,AND SMOOTH IT. z LA _ X O m
DEFLECTOR ONCE A WEEK AND AFTER EACH 6'MAX.EXTRA STRENGTH FABRIC W/O WIRE FENCE w U 3
EXPANSION 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT Z O w o
RESTRAINT Ci
RAINFALL.MAKE ANY REQUIRED TRAP OR OTHER SUITABLE OUTLET. O W
DUMP LOOPS REPAIRS IMMEDIATELY. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE U 0 w 00 00 N
14
FILTER BAG w 12 GAUGE,4"x 4"WELDED WIRE FABRIC STABILITY OF THE FOUNDATION IN LOCATIONS o Ln W ti0.0 s
? _ 0 2. SHOULD THE FABRIC OF A SEDIMENT SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
CATCH BASIN FENCE COLLAPSE,TEAR,DECOMPOSE
o LLI OR BECOME INEFFECTIVE,REPLACE IT aa) U W N
m = p 2" 3"COARSE Z W =
PROMPTLY.
AGGREGATE co o O DO
SILT FENCE 3. REMOVE SEDIMENT DEPOSITS AS \ 7 77 77 7� 7 - 77 1 7\ 7 U 00 Y
> Ln " rn
FILTER STONE BURY WIRE FENCE,FILTER NECESSARY TO PROVIDE ADEQUATE a o 0 0 0 m 3 4
STEEL POST N N
FABRIC AND HARDWARE STORAGE VOLUME FOR THE NEXT U n W Ln ?� o
OULET FRONT VIEW CLOTH IN TRENCH RAIN AND TO REDUCE PRESSURE ON WIRE FABRIC o 0 0 0 o N C7 N _
THE FENCE.TAKE CARE TO AVOID 0
UNDERMINING THE FENCE DURING UV RESISTANT ��5� �,
STEEL FENCE POST SET MAX 2' CLEANOUT. GEOTEXTILE FABRIC NOTE: c ti0 ' Project Manager: STA
3'FILTER U APARTI8" INTO SOLID GROUND a MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT Drawn By: CED N SECTION INSTALLATION FABRIC ON 4. REMOVE ALL FENCING MATERIALS N TAMPED MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION 6"
GROUND FILTER OF 1"DIA. AND UNSTABLE SEDIMENT DEPOSITS BACKFILL
SITE.THIS MAY REQUIRE PERIODIC TOPDRESSING WITH Checked By: BCF 'o
MAINTENANCE: NOTES: WASHED STONE AND BRING THE AREA TO GRADE AND GROUND LINE 2-INCH STONE.AFTER EACH RAINFALL,INSPECT ANY Project Number: 22097 a
STABILIZE IT AFTER THE 7//./i ://.//�/�/�/�//,���/�/, STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS
INSPECT FILTER BAG AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 1. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO BURY 6"OF UPPER BURY WIRE FENCE AND CONTRIBUTING DRAINAGE AREA HAS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE Drawing Number: D-1375
1 INSTALLATION. BEEN PROPERLY STABILIZED. 8" DOWN&4"FORWARD o
RAINFALL EVENT(g INCH OR GREATER)AND CLEAN AS NEEDED. REMOVE EDGE OF FILTER HARDWARE CLOTH MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC
SEDIMENT AND CLEAN FILTER WHEN FILTER BAG IS 1/2 FULL OF SEDIMENT 2. FILTER BAGS MAYBE REMOVED WHEN SITE IS STABILIZED AT THE FABRIC IN TRENCH ALONG THE TRENCH ROADWAYS.
TO MAINTAIN EFFICIENCY AND FLOW THROUGH FILTER BAG. ONCE DIRECTION OF THE INSPECTOR. LI
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED AND 3. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR BASIS SECTION VIEW
APPROVAL OF INSPECTOR HAS BEEN GRANTED,REMOVE SEDIMENT FILTER (NOT BE MORE THAN HALF FULL AT ANYTIME).
BAG FROM INLET.
4. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING NCDOT ROADS.
co
C-3
FILTER BAG INLET PROTECTION SILT FENCE OUTLET TEMPORARY SILT FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE to
Date: 10-14-2022
C)

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Temporary Seeding Schedule:
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. "w mi..)
activity being considered compliant with the Ground Stabilization and Materials Handling CD aura
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the n LATE WINTER/EARLY SPRING
sections of the NCG01 Construction General Permit(Sections E and F, respectively). The project. °LTA m °"""`.�^•a '-� ma
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids, store in separate containers and properly dispose as secT�+•-. SEEDING MIXTURE
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. hazardous waste(recycle when possible). wwww�
•s•ar r/a®ww•rr sEcnen�_� a ewaeaF"' I'.° {Ga�oa+�ox wnanneo w 5. Remove leaking vehicles and construction equipment from service until the problem wmworw:phwa•wra ens r...mm SPECIES RATE(lb/ACRE) z
�..eiuK w�nox wcsr�m w aaa wxaur x••r•mWs ps of Iwo 1��
SECTION E:GROUND STABILIZATION has been corrected. s,E COMM WA*NW,,,,,,•,,,,n1, wN W000 •Aweoo RYE (GRAIN) 120
s UMMM wa s u•o•• ew• ,rwoo ra a we ammwo g
6. Bringused fuels, lubricants, coolants, hydraulic fluids and other petroleum products '�'°e1°"•'""°"'� '°" '••• � ANNUAL LESPEDEZA(KOBE IN O
Required Ground Stabilization Timeframes Y p p Len M WA*MT„ ,w 10 men M ��•TOM A 12 0
to a recycling or disposal center that handles these materials. ,m a,rn.�„T,,,,•,� PIEDMONT AND COASTAL PLAIN,
Stabilize within this
�" WLED "wm. .M KOREAN IN MOUNTAINS) 50
ewwW M K CLEW
Site Area Description many calendar Timeframe variations BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS TO EXTEND BEYOND JUNE.
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface SEEDING DATES
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local o
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. MOUNTAINS-ABOVE 2500 FT: FEB. 15- MAY 15
7 None BELOW 2500 FT: FEB. 1- MAY 1
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in �
from upland areas and does not drain direct) to a storm drain,stream or wetland. PIEDMONT-JAN. 1- MAY 1
If slopes are 10'or less in length and are p Y addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than p g COASTAL PLAIN-DEC. 1-APR. 15 REVISIONS:
3:1 7 not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an SOIL AMENDMENTS
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or MULCH •
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project. APPLY 4 000 lb/ACRE ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT
-7 days for perimeter dikes, swales, PAINT AND OTHER LIQUID WASTE / ,
ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it NETTING,OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(S)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. MAINTENANCE
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area.
p Y p Y 7. Locate washouts in an easily accessible area, on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents, detergents and other liquid wastes from approving authority. AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. •
limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit SUMMER
GROUND STABILIZATION SPECIFICATION •
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp, sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. SEEDING MIXTURE
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
• 2. Provide staking or anchoring of portable toilets during periods of high winds or in high SPECIES RATE (I 4ACRE) •
" • seed covered � seed covered in an approved disposal facility. Fill pit, if applicable,and stabilize any disturbance
• foot traffic areas. GERMAN MILLET 40
caused by removal of washout.
• ' 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Rolled • IN THE PIEDMONT AND MOUNTAINS,ASMALL-STEMMEDSUDANGRASS MAY
• erosion control products o reinforcement
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace BE SUBSTITUTED AT A RATE OF 50 lb/ACRE.
without temporary grass seed * Hydroseeding with properly operating unit.
• Appropriately a•• HERBICIDES,PESTICIDES AND RODENTICIDES
SEEDING DATESCN
• Plastic sheeting with mulch EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides, pesticides and rodenticides in accordance with label* Uniform and evenly distributed ground cover CN
restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides, pesticides and rodenticides in their original containers with the MOUNTAINS-MAY 15-AUG. 15
9 Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins, perimeter sediment controls
PIEDMONT-MAY 1-AUG. 15
label,which lists directions for use, ingredients and first aid steps in case of COASTAL PLAIN-APR. 15-AUG. 15
retainingand surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.Rolled erosion control products Z �
available.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is SOIL AMENDMENTS
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells, stormwater drains,ground water J •0
five feet from the toe of stockpile. or surface water. If a spill occurs, clean area immediately. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE L
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. GROUND AGRICULTURAL LIMESTONE AND 750 lb/ACRE 10-10-10 FERTILIZER. a
construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance O J V
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined MULCH 0 s
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated J
erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE W
PAMS/Flocculants and in accordance with the manufacturer's instructions. p Y p 1. Create designated hazardous waste collection areas on-site. APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
4. Provide ponding area for containment of treated Stormwater before discharging NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY Z W Z
offsite. 2. Place hazardous waste containers under cover or in secondary containment. � � Z
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. W > 0 Z
For surrounded by secondary containment structures. MAINTENANCE Z J �
REFERTILIZE IF GROWTH IS NOT FULLYNG ADEQUATE. RESEED, REFERTILIZE,
NCGO 1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. �/ � O J Q
U) LU U
Z � 0 FL
PART III PART III FALL 0 (n W R
PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING V W WC
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SELF-INSPECTION, RECORDKEEPING AND REPORTING SEEDING MIXTURE Z Q J
SECTION A:SELF-INSPECTION SECTION C: REPORTING SPECIES RATE(lb/ACRE) 0 J 0
1. E&SC Plan Documentation
SECTION B:RECORDKEEPING
Self-inspections are required during normal business hours in accordance with the table 1. Occurrences that must be reported RYE (GRAIN) 120 m O
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: J �r
The approved E&SC plan as well as any approved deviation shall be kept on the site. The N
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland. SEEDING DATES Q
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition,when a storm event of equal to or C
The following items pertaining to the E&SC plan shall be documented in the manner W
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be MOUNTAINS-AUG 15-
described: (b) Oil spills if: Q Y E
performed upon the commencement of the next business day. Any time when inspecti . DEC..
escr ons COASTAL PLAIN AND PIEDMONT-AUG. 15- DEC.30 N
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, ; N
• They are less than 25 gallons but cannot be cleaned up within 24 hours, SOIL AMENDMENTS o
Item to Document Documentation Requirements Q �.
Frequency • They cause sheen on surface waters(regardless of volume),or CD(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/ACRE Z
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete, • They are within 100 feet of surface waters(regardless of volume).
GROUND AGRICULTURAL LIMESTONE AND 1,000lb/ACRE 10-10-10 FERTILIZER. V business hours) date
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each o
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC MULCH
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available, record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA N
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S. 143-215.85. APPLY 4,000 lb/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, Im
needed). Days an which no rainfall occurred shall be recorded as installation. NETTING,OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY g
"zero." The permittee may use another rain-monitoring device STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
N
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
(2) E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
N
P g P CD
Measures 7 calendar days 2. Date and time of the inspection, MAINTENANCE o
and within 24 3. Name of the person report to indicate completion of the Z
hours of a rain 4. Indication of whether the measures we the re operating construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the ``,���trrrrirr��rrrrr�' a
peatin g environment. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH `�� �� CA/ZQ�
event'1.0 inch in properly, (c} Ground cover is located and installed Initial and date a copy of the approved E&SC .............
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND • C
24 hours S. Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection : `S
6. Description,evidence,and date of corrective actions taken. TEMPORARY COVER BEYOND JUNE 15,OVERSEED WITH 50LB/ACRE KOBE N�
Plan. report to indicate compliance with approved 2. Reporting Timeframes and Other Requirements(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, p g q (PIEDMONT AND COASTAL PLAIN)OR KOREAN (MOUNTAINS) LESPEDEZA IN _ EA _ 3
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifications. LATE FEBRUARY OR EARLY MARCH.
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, After a permittee becomes aware of an occurrence that must be reported, he shall contact 28425 _ N
(d) The maintenance and repair Complete,date and sign an inspection report. i
appropriate
the a ro regional office within the timeframes and in accordance with the
❑n such as hours of a rain 4. Evidence of indicators of stormwater pollution oil pp p Division
prequirements for all E&SC Measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, p other requirements listed below. Occurrences outside normal business hours may also be �� ��•�/1/(,' NEk.:�O ��
have been performed. . 2
24 hours S. Indication of visible sediment leaving the site, reported to the Division's Emergency Response personnel at 800 662-7956, 800
p g Y p p ( ) ( ) Seedbed Preparation: . T'r:••ANo�-
(4)Perimeter of At least once per If visible6. r sedimentation s found outte of corrective side site limits,then aons cre record (e) Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or(919)733-3300. ��rirrt�111jj11``����`� m
y to E&SC Measures. Plan or complete,date and sign an inspection (Permanent and Temporary) I
site 7 calendar days of the followingshall be made: report to indicate the completion of the U
and within rain
1. Actions taken to clean up or stabilize the sediment that has left corrective action. COMPLETE GRADING PRIOR TO PREPARING SEEDBEDS. IF SOILS BECOME rn 10�14�2022
hours of a rain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements COMPACTED DURING GRADING LOOSEN THEM TO A DEPTH OF 6-8 INCHES. Z to
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and
(a)Visible sediment • Within 24 hours,an oral or electronic notification. a i
24 hours 3. An explanation as to the actions taken to control future LIMESTONE AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND INCORPORATED U w o
deposition in a . Within 7 calendar days,a report that contains a description of the ai J z i
releases. 2.Additional Documentation
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a In addition to the E&SC Plan documents above,the following items shall be kept on the stream or wetland sediment and actions taken to address the cause of the deposition. INTO THE TOP 4-6 INCHES OF SOIL. PROVIDE AWELL-PULVERIZED, LOOSE, a a
Division staff may waive the requirement for a written report on a UNIFORM SEEDBED PRIOR TO SEEDING FREE OF ROCKS,SOIL CLODS,AND DEBRIS ? ii Li
wetlands ansite 7 calendar days stream has visible increased turbidity from the construction Y q p J
or offsite and within 24 activity,then a record of the following shall be made: Site case-by-case basis. LARGER THAN 1 C) LAMEASURED IN THE LARGEST DIRECTION. ALL GRADED AREAS _ U) E o
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours, unless the • If the stream is named on the NC 303(d)list as impaired for sediment- SHALL RECEIVE SEED OR SOD,TOPSOIL,STRAW AND WATER UNTIL A HEALTHY z w 0 3
accessible) event'1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional STAND OF PERMANENT GRASS IS OBTAINED. C) z CL
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit O L,L -
requirement not practical: monitoring,inspections or apply more stringent practices if staff z 0
of this permit. V w 00 i N
determine that additional requirements are needed to assure compliance Ln up
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC t1A s
stabilization of grading measures,clearing and grubbing,installation of storm a This general permit as well as the certificate of coverage, after it is received. with the federal or state impaired-waters conditions. > C o-
g g g g g' ( ) g p g Permanent Seeding Schedule: co N
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification N W
00
activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days. The permittee shall record release of shall include information about the date,time,nature,volume and a) v oo V
ground cover). hazardous location of the s ill or release. SEED BED PREPARATION z 00 C
the required observations on the Inspection Record Form provided by the Division or P ra o 0 m
2. Documentation that the required ground stabilization LIME -3 TONS PER ACRE ai ' u
substances per Item 00 Y I
measures have been provided within the required a similar inspection form that includes all the required elements. Use of c� = v7 ^
1(b)-(c)above FERTILIZER(10-20-20) -500 POUNDS PER ACRE m '� o,
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if 'n `a N
{c)Anticipated • A report at least ten days before the date of the bypass,if possible. Ln a) 3 N
soon as possible. shown to provide equal access and utility as the hard-copy records. Ln a) LLnn 3
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and SEEDING MIXTURE: r o
122.41(m)(3)] effect of the bypass. JANUARY 1- MARCH 31 N N 3 0
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. ( ) _
(c) All data used to complete the Notice of Intent and older inspection records shall be (d)Unanticipated • Within 24 hours,an oral or electronic notification. COMMON BERMUDA GRASS (UNHULLED) -20 POUNDS PER ACRE
maintained fora period of three ears after project completion and made available i
p Y p 1 p bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the RYE(GRAIN) -25 POUNDS PER ACRE Project Manager: STA 'upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass. a
(e)Noncompliance • Within 24 hours,an oral or electronic notification. (APRIL 1-JULY 31) Drawn By: CED
with the conditions a Within 7 calendar days,a report that contains a description of the COMMON BERMUDAGRASS(HULLED) - 15 POUNDS PER ACRE Checked By: BCF o
of this permit that noncompliance,and its causes;the period of noncompliance,
CENTIPEDE - 8 POUNDS PER ACRE Project Number: 22097
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 • Drawing Number: D-1375 i
environment[40 continue;and steps taken or planned to reduce,eliminate,and (AUGUST 1- DECEMBER 31) a
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). COMMON BERMUDA GRASS (UNHULLED) -20 POUNDS PER CARE , o
• Division staff may waive the requirement for a written report on a TALL FESCUE -60 POUNDS PER ACRE
case-by-case basis. RYE(GRAIN) -25 POUNDS PER ACRE
SEED BED PROTECTION: Know what's below. C-4 a
NCGO 1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 STRAW MULCH - 2 TONS PER ACRE(VISUAL) 16
� ASPHALT TACK - 400 GALLONS PER ACRE Call before you dig.
1-800-632-4949 Date: 10-14-2022 N
C)