NCC221967_Site Plan or Location Map_20220525

SITE PLAN - PROPOSED EROSION CONTROL FOR
JOSHUA TRULL
ELENE NATILLE DAHNERS TRULL
ABSOLUTE CONSTRUCTION AND DEVELOPMENT, LLC
CONTRACTOR
BALDWIN TOWNSHIP - CHATHAM COUNTY
NORTH CAROLINA
APRIL 6TH, 2022 - REVISED MAY 9TH, 2022
SCALE 1 " = 60'- DETAILS VARY
REFERENCES:
DEED BOOK 2236 PAGE 1135 - PRIMARY
DESIGNATED AS LOT #70 - " REDBUD PHASE FIVE "
PLAT SLIDE 93 PAGE 30
PARCEL INFORMATION:
PARCEL ID: 68970
PIN: 9763-00-30-1802
PHYSICAL ADDRESS
60 SMILAX
PITTSBORO, NC 27312
PREPARED BY:
MATTHEW S. JARRELL LAND SURVEYING, PLLC.
314 YORKTOWN DRIVE - CHAPEL HILL, NC 27516
NC PROFESSIONAL FIRM # P-1665
SYMBOL - ABBREVIATION LEGEND:
UP - UTILITY POLE
GUY - GUY WIRE
SSMH - SANITARY MANHOLE
p CO - CLEANOUT
® FO - FIBER OPTIC HANDHOLE
0 FM - FIBER OPTIC MARKER
® TELE - TELEPHONE PEDESTAL
® CBL - CABLE PEDESTAL
® EM - ELECTRIC METER
® HVAC - HEATING AND AIR UNIT
w0 WELL - PROPOSED WELL LOCATION
® BOLLARD
C====) PROPANE
OO VALVE BOX
T❑ TRANS - POWER TRANSFORMER
wM WM - EXISTING WATER METER
sEP SEPTIC - PROPOSED SEPTIC TANK
O TREE OVER 6" DIAMETER
TREE TO BE REMOVED
DRAINAGE ARROW
GRADE ELEVATION ( PROPOSED )
360, EXISTING CONTOUR LABEL
360' PROPOSED CONTOUR LABEL
0 SILT FENCE OUTLET
UGA - UNDERGROUND TANK ACCESS
LSA - LANDSCAPE AREA
BOC - BACK OF CURB
RW - RIGHT OF WAY
FFE - FINISHED FLOOR ELEVATION
RCP - REINFORCED CONCRETE PIPE
CPP - CORRUGATED PLASTIC PIPE
CMP - CORRUGATED METAL PIPE
0 .0 120 180
CHATHAM COUNTY ZONING
ZONE: R-5
THERE MAY BE ADDITIONAL RESTRICTIONS GOVERNING
ANY IMPROVEMENTS TO THIS PARCEL AND DWELLING.
PROPER RESEARCH SHOULD BE PERFORMED PRIOR TO ANY
SITE PLAN SUBMITTAL OR CONSTRUCTION.
BUILDING SETBACKS PLOTTED ADOPTED FROM
" COVENANTS, CONDITIONS AND RESTRICTIONS OF REDBUD "
INTERIOR LOT LINES : 75 FEET
FROM CENTER OF PRIVATE ROAD : 100 FEET
GENERAL NOTES:
1. SURVEYOR HAS DETERMINED THAT THE SURVEYED BOUNDARY AND
PREVIOUS DEED DESCRIPTION DO NOT DEPICT VARIANCES GREAT
ENOUGH TO NOTE. A TITLE SEARCH WAS NOT PERFORMED.
2. THIS SURVEY IS WITHIN MAXIMUM ALLOWABLE RELATIVE
POSITIONAL PRECISION. ( RAW RATIO OF PRECISION: 1:10000 )
3. THIS PROPERTY HAS AN AREA OF: 447,709.68 SQ.FEET OR 10.278 ACRES TOTAL
( AREA ADOPTED FROM ORIGINAL SUBDIVISION PLAT - PS 93 PG 30 )
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES (USFT.)
5. THIS MAP IS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON.
ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE
CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT.
�\ y
\
\
\
\
\
\
REDBUD
EXISTING PAVED STREET
60' PRIVATE RIGHT OF WAY
PLAT SLIDE 93 PAGE 30
--------- ------
EXISTING \
` GRAVEL DRIVE
STAN DARD
WATTLE -
WATER HAZARD BUFFER DB 1802 PG 72 _ DRIVEWAY CULVERT
-------------------- BUILDING SETBACK 9. WETLANDS, JURISDICTIONAL WATERS, STREAMS, DRAINS, PONDS OR PS 93 PG 30 \ — — — — — 1 —-- TEMPORARY STONE
PROPOSED INFRASTRUCTURE OTHER CONDITIONS WHICH MAY BE REGULATED BY FEDERAL, STATE OR _ ` CONSTRUCTION DRIVE
SF SILT FENCE LOCAL AGENCIES WERE NOT INVESTIGATED DURING THIS SURVEY. RIPARIAN \ _ _ — — — _ _ _ ` _ —470 — — - SEE DETAIL
BUFFERS AND OTHER RESTRICTIONS ON DEVELOPMENT MAY BE REQUIRED. TOTAL DISTURBED AREA:
TP TREE PROTECTION FENCE 49866.59 SQ.FT. OR 1.144 ACRES
— — — — — — — — LIMITS OF DISTURBANCE 10. CONTOUR DATA REPRESENTED ON THIS SURVEY WAS ADOPTED FROM \ \ \ \ — — — — — —' — — — — — — — -
- — — — — — — — MAJOR CONTOUR CHATHAM COUNTY GIS DATA PORTAL. ` \ \ \ \ ` — — — — — -STANDARD
MINOR CONTOUR HTTPS://OPENDATA-CHATHAMNCGIS.0PENDATA.ARCGIS.COM/ �\ \\ \\\ \----------� �—� / WATTLE
( CONTOUR INTERVALS REPRESENTED @ 2' AND 10') \ \ \\ \ \_ T --
PROPOSED CONTOUR 460' --
---------------- - - - - _ SMILAX
PROPOSED WATER INFRASTRUCTURE 11. THERE WAS NO OBSERVABLE EVIDENCE OF CEMETERIES FOUND AT THE TIME \ \ \\ \ \\ �460' \\_ — _ �" -----
PROPOSED SEPTIC INFRASTRUCTURE OF THE SURVEY. \ \ \ \ \ \\ ��,'�0NCRE.TE —�7 ';� goo _ --- — _-
` \ \ \ \ — EXISTING GRAVEL DRIVE
WASHOUT 'i' �� BpGK— _ L_ — — — 60' PRIVATE EASEMENT
12. THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING \ \\ \\ \ \\ \ \ \ \ \ \ / \ \ �.'' 4 , \� �SE� _ _ _ — j-= _ PLAT SLIDE 93 PAGE 30
FEMA DESIGNATED FLOODPLAIN CONSTRUCTION OR ADDITIONS, NO CHANGES IN THE RIGHT OF WAY LINES, '
SEE NOTE # 8 RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AND NO \ \ \ \ \ \ \ \ 450' \ \ \ , —� _ �. /�' _ _ _ — _ — —
\ \ \ / . -450'- s
\ \ \ \ \ \ \ \ \ i PROPOSED o
OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR \ \ \ \ \ \ \ \ \ \ \ \ \ U' \ `�/ \ \ i ;?'—'_ — DRIVE --
A
SANITARY LANDFILL. \ \ \ \ \ \ \ \ \ \ \ ` \\ \\ mj/ -----
TEMPORARY CONSTRUCTION \ \ \ \ \ \ \ \ \ \ \ \ y \
DRIVE (SEE DETAIL) \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ \ \ 0 \ \\\ \\� -A — ---�o-----
CONCRETE WASHOUT — — \ \ \ \ \ \ \ \ 2g,2g'E \ PROPOSED
— �\� 1 \ 68 \ \ \ A \ \ \ I _ — WELL------
( SEE DETAIL) ^\ \ 1 1 1 I \N` \ 420' \\ \ \ \\ \\ ���\�
_ _ \ \ APPROXIMATE PROPOSED —
_ \ \ 1 1 \ \ \ \ \ \ SEPTIC FIELD \� \ \PI i \ \ \ \ SEE DETAIL
^\ \ \ 1 1 1 \ \ \ \ \ \ \ \ \ (INITIAL) '\
\ . / — - 430' _
STANDARD WATTLE ------- -- \ \ 1 \ \ \ \ \ \ \ \ \ \ \ /x' \ \ �` �\ \ \ // / ��, / /��— _
SEE DETAIL II
LINE TYPE LEGEND
BOUNDARY LINE — — — — — — — — — —
ADJOINED LINE
BUILDING LINE
----- RIGHT OF WAY
-- — -- EASEMENT
— — — — CENTERLINE STREAM
r------c----------------------------X \ _
a
I 450' \ \ ♦ I
I \ \ ♦ 1 I
/ I
\ ' T 1450' I
00,
I ♦ ♦ \ /) \ — — — — PRO POSED
RIVE
I ' 440' it
/ / I
\ \ I
PROPOSED Dw
FFE: 452,E<<ING PORCH/D
PROP
NE OSED RDR�VOSED
/ i I
_ GARAGED E i ^ /
�N "'\.. `� `� \ \ PORCN \ FFE 446' — — — — — X / /'
S l�, wo PROPOSED EROSION
CONTROL DETAIL
I \ \ I
\ \ \ \ \ NOT TO SCALE I
L------ \---------\--------\-------- \ -------------------- -----------------------------------------------------------J
67.59'
PROPOSED DWELLING
DIMENSION DETAIL
NOT TO SCALE
I
--------------------------------------------------------------- J
6. THIS PARCEL MAY BE SUBJECT TO EASEMENTS OR RIGHTS OF OTHERS
THAT HAVE NOT BEEN DISCLOSED ON THIS PLAT.
7. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF
ANY UNDERGROUND FEATURES ( TANKS , UTILITIES , ETC. )
8. A PORTION OF THIS PROPERTY SHOWN HEREON IS LOCATED IN A FEMA
DESIGNATED FLOOD ZONE. SEE FEMA FLOOD HAZARD PANEL #3710976300KK.
EFFECTIVE DATE: 11/17/2017
IVY FAY HOFFMAN
MEGAN VALENTINE
PARCEL ID: 68971
(REPAIR)\
EXISTING
i-GRAVEL DRIVE
\ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ __ i \ \ \ \ \ \ —\ \ \ \ \ \ \\ \� \� \� \ \ \\ \\ \\__ �/ / / / / / / / // // / / �i--\ \ \ \ \
\
N, \ \ \ \\ \\`---
7 \
\— — — — — — — — — — -
S6 _
\
SRO INLMOON
PARCEL ID: 68969
FEMA DESIGNATED ZONE. \ ' \ \ 1 \ \� _ \ \ \ DB 619 PG 865
SEE NOTE # 8 \ . �, _ \ \ \ \ — _ PS 93 PG 30
IMPERVIOUS SURFACE CALCULATION:
PROPOSED DWELLING : 5472+/- SQ.FT.
( INCLUDES PORCH, DECK OR PATIO )
PROPOSED DRIVE 7146+/- SQ.FT
TOTAL : 12618+/- SQ.FT.
LOT AREA: 447709.68 SQ.FT.
PERCENTAGE 2.81 %
( LOT 70) PARCEL ID: 68970
PIN: 9763-00-30-1802
DB 2236 PG 1135 \
447,709.68 SQ.FEET \
10.278 +/- ACRES TOTAL \
/ BY COORDINATE METHOD \
/ PHYSICAL ADDRESS
60 SMILAX, PITTSBORO, NC 27312 \ \\
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CARol''',
�oFESS/O
BOUNDARY / TOPO / EROSION CONTROL PLAN - SHEET 1 OF 3

SITE PLAN - PROPOSED EROSION CONTROL FOR
JOSHUA TRULL
ELENE NATILLE DAHNERS TRULL
ABSOLUTE CONSTRUCTION AND DEVELOPMENT, LLC
CONTRACTOR
BALDWIN TOWNSHIP - CHATHAM COUNTY
NORTH CAROLINA
APRIL 6TH, 2022 - REVISED MAY 9TH, 2022
SCALE 1 " = 60' - DETAILS VARY
REFERENCES:
DEED BOOK 2236 PAGE 1135 - PRIMARY
DESIGNATED AS LOT #70 - " REDBUD PHASE FIVE "
PLAT SLIDE 93 PAGE 30
PARCEL INFORMATION:
PARCEL ID: 68970
PIN: 9763-00-30-1802
PHYSICAL ADDRESS
60 SMILAX
PITTSBORO, NC 27312
PREPARED BY:
MATTHEW S. JARRELL LAND SURVEYING, PLLC.
314 YORKTOWN DRIVE - CHAPEL HILL, NC 27516
NC PROFESSIONAL FIRM # P-1665
RCAD4VAY
Chatham County
Sample Residential Construction Sequence
1. submit a land disturbing permit application at least 30 days prior to any land disturbing activity
occurring.
2. organize pre -construction meeting with Chatham county watershed protection department to
review site plan prior to land disturbing activities. land -disturbing permit and approved plans
will be provided at this meeting.
3. install all temporary erosion control measures according to the information discussed during the
pre -construction meeting. minimal clearing may occur in the immediate area of all measures to
provide for installation.
4. permitted land disturbing activities may begin once measures are installed.
5. complete self -inspections weekly and within 24 hours or a 0.5" or greater rainfall event.
6. 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.
7. ground cover shall be provided as follows:
a. stabilize basins with ground cover immediately after installation. (if applicable)
b. stabilize diversion ditches intended to be in service for (14) days or more with
temporary seeding and erosion control matting. (if applicable)
c. for all areas of moderate and/or steep slopes, stabilize area with seed and matting if
the slope has not been disturbed for a period of (7) days.
d. provide ground cover sufficient to restrain erosion on any portion of the site upon
which further land -disturbing activity is not being undertaken within (14) calendar days
of temporarily or permanently suspending land disturbing activity.
e. establish permanent ground cover sufficient to restrain erosion immediately following
completion of construction or development and/or prior to final inspection.
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. measures must be installed at the back of curb to restrict all vehicle access to the construction
entrance. all measures must be installed according to the approved plan unless approved in the
field by Chatham county watershed protection department staff (approved field revision).
11. modifications to the approved and permitted plans shall be approved, by Chatham county
watershed protection department staff only, prior to removal or installation. contact Chatham
county watershed protection department staff to request an inspection and obtain a sign -off
on the plans or an approved field revision.
12. once grading and construction activities are complete, temporary measures are removed, and
the site is stabilized call Chatham county watershed protection division staff to schedule the
final inspection.
13. once the final inspection is complete the permit will be closed and no additional ground
disturbing activities can occur.
50' MIN
NNID ` UFPIOIIENT TC] 143�
SEDIMENT ON SITE
¢o ,a
2" - 3" STONE TO BE USED
o {SU12'
STONE OR o
¢� RAILROAD B&ALAST)
00��
aoeaabio�O�a' ��
PLAN
SI:T 1=GNGC (5E'C NC}TC 2)
NOTES.-
1 _ TIFIt$ OFTAIL_ APPLIES ONLY To ENTRANCES
OF INDWIDUAL SINGLE FAMILY :RESIDENTIAL UNITS
2, SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION FNTRANIQF IS Vr>FI}
3 )'' MIN. 18' MIN. NEW DONSTRT ICi1CiFT
F74ISTWO ROADWAY---,,,
B' MIN, ,i:" f•«
l e UK
,..•.
%-FA@FmRr UNDER STONE
moss sEnON
CHATHAM COUNTY
NORTH CAROLINA
DETAIL NUMBER
RESIDENTIAL CONSTRUCTION ENTRANCE 2018-003A
wATERSRRDeRG R IGNDRPARTL" SHEET 1 of 1
USE A MINIMUM OF 2 STAKES
ON UPSLOPE SIDE
FLOW
GROUND
I I I I
PLAN VIEW
USE A MINIMUM OF 4 STAKES
ON DOWNSLOPE SIDE _
DOWNSLOPE-­>
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE
GROUND
1=1 11-III I I L: � I � I III -III III -III—' '
MATTING III (IIIII—_I'
V-DITCH SECTION VIEW
MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES
ON DOWNSLOPE
GROUND
IMI
'I IIII�II II _ II�IIII=11
"-1 III IIIII--T
11
MATTING
l TRAPEZOIDAL DITCH
SECTION VIEW
CHATHAM COUNTY
NORTH CAROLINA
CHATHAM COUNTY
NORTH CAROLINA
CHATHAM COUNTY
NORTH CAROLINA
WATTLES
MATTING
ISOMETRIC
VIEW
O�SCOpF
NOTES:
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5)INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM.
6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
7)INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
WATTLE AND GROUND WITH MATTING.
STAKES
WEAVE STAPLES THROUGH ANGLE STAKES
MESH CASING OF WATTLE TO WEDGE
PAS
WATTLE ONTO
GROUND
WATTLMATTING
I=III I II=III-III=11I III1F II —I a=Ii_III�II111111111111111(ISTAPLES -
STAPLE INSTALLMENT STAKE INSTALLMENT
SECTIONS CROSS SECTION
DETAIL. NUMBER
STANDARD WATTLE 2018-018
SHEET 1of1
J U
a -0' C.C.
MININJN
NOTES
1. ALL PLANTS DESIGNATED TO K SAVED SHALL BE
PROTECTED 13Y FENCING. AS ILLUSTRATED.
2_ INSTALL TREE PROTECTION FENCE AT TREE DRIP
LINE OR AT EDGE OF DISTURBED AREA, AS
SHOW ON PLANS PRIOR TO COMMEHCOjENT OF
QowsTRUCTION_
3. SPACE TREE PROTECTION, ZONE SIGHS A MINIMUM
OF ONE EVERY 3W FEET, THE SIZE OF EACH
SON MUST BE A LWIMI M OF 2 = 2 AND BE
9
VISIBLE FROM BOTH SIDES OF THE FENCE. THE
SIGN MUST CONTAIN, THE FOLLOWING LANGUAGE
®
IM BOTH ENGusH & SPANISH:
`MEE
MXC710H ZOO, KEEP OUT-.
FENCE MATERIAL:
ORANGE_ UV RESISTANT
3. THERE SMALL BE NO STORAGE OF MATERIAL
HIGH TENSILE STRENGTH
a r
WITHIN THE BQUNpARIES OF TIME TREE
POLYETHYLENE LAMINAR
PR4TfCTIDN FENCING
BARRICADE FABRIC
{ TREE MlECTION FENCING SHALL BE MAINTAINED
ATTACH SIGN
,
THROUGHOUT THE DURATION OF THE PROJECT.
■
1.1•.. �s��Yr��ai�Y YiYu
ii��ili �.■����i i��i- ■
iiti-��ili■liiimimii-��►
■liii�iii �i ■
1520111111-^'q2'-Cr NEC
U
1.33 Ee6/LF STEEL POST
TREE PROTECTION FENCE
Species
Rate (lb/acre)
Dates
Rre (grain)
Annual lespedeza (Kobe';
120
_ 0
January 1 - May 1
German millet
40
May 1 - August 15
Rye (grain)
120
August 15 - December 31
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A dirt with blades set nearly straight can be used as a mulch anchoring
tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
DETAIL NUMBER
TEMPORARY SEEDING/MULCHING SPECIFICATIONS 2o1s-o2o
SHEETlofl
SANDBAG
10 mil PLASTIC LINING
(III=I SECTION A -A
3' NOT TO SCALE
LATH AND
FLAGGING ON BERM
3 SIDES
El
10 O O O
SANDBAG
mmmm,
VARIES O L
O
10 mil PLASTIC LINING
CHATHAM COUNTY
NORTH CAROLINA
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT.
3. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT SHALL BE REMOVED FROM THE VARIES
SITE AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT SHALL BE
BACKFILLED, REPAIRS AND STABILIZED TO PREVENT 0 mil PLASTIC LININ ­ ---
EROSION.
STANDARD CONCRETE/PAINT WASHOUT
PLAN
NOT TO SCALE
BERM
TYPE "BELOW GRADE"
STRAW BALE BINDERWIRE
12 PER^E,
10 mll PLASTIC LINING
-
NA(naLjlAL
o wHl RsoPorwa HEIGHT
N
IICONCRE EII LAc scREws
WOOD OR
STAKES
PER—
SECTION B-B
NOT TO SCALE
WASHOUT
SA D PE BT
DM
'I-1111=J
B
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
--
STAPLE
10 mil PLASTIC LINING
PLAN STRAW E
DETAIL
NOT( O ALE (_P)
TYPE "ABOVE GRADE" WITH STRAW BALES
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENEDAROUND
SECTION B-B
ENTIRE PERIMETER
WITH TWO STAKES
NOT TO SCALE
8'-0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
I .. �.. ►.. ►�.� �• • ♦5.0
1
.0
►.0
0
001
11
I
m- 74III( .�.�.�.�►.�.�.►111 � �.� ►.�.�.►.�.�.►.�.�� ��.��
v FRONT VIEW
I
3��LII
NOTES:
1) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES - _
NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE AND -I
NEVER IN AREAS OF CONCENTRATED FLOW. 3
ID
2) OVERLAP 12 INCHES WHEN SPLICING FABRIC. `V -
3) FOR REPAIR OF SILT FENCE FAILURES USE N
DETAIL 04000.23. N
CHATHAM COUNTY
NORTH CAROLINA
0
I
N
SIDE VIEW
I Ill
II
II
IC-IICI�
:L POST
VEN WIRE FABRIC
LT FENCE FABRIC
POST
GRADE
COMPACTED FILL
6" MINIMUM COVER OVER SKIRT
CHOIR SKIRT AS DIRECTED BY ENGINEER
STANDARD SILT FENCE
ALL DISTURBED AREAS
March 1- August 31
September 10 - February 28
50#
Tall Fescue
50#
Tall Fescue
10#
Centipede
10#
Centipede
25#
Bermudagrass (hulled)
35#
Bermudagrass (unhulled)
5oo#
Fertilizer
500#
Fertilizer
4000#
Limestone
14000#
Limestone
WASTE AND BORROW AREAS
March 1- August 31
September 10 - February 28
75# Tall Fescue
75# Tall Fescue
25# Bermudagrass (hulled)
25# Bermudagrass (unhulled)
5oo# Fertilizer
5oo# Fertilizer
4000# Limestone
40W# Limestone
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add 20# of
Sericea Lespedeza from January 1 - December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2
ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a
10-20-20 analysis and as directed.
CHATHAM COUNTY
NORTH CAROLINA
TWO -STACKED
2 12 ROUGH
WOOD FRAME
STAKE
(TYP)
\BOVE GROUND"
WITH WOOD PLANKS
DETAIL NUMBER
2018-022
SHEET lofl
DETAIL NUMBER
2018-013
SHEET 1 of 1
DETAIL NUMBER
PERMANENT SEEDING/MULCHING SPECIFICATIONS zo18-oz1
SHEETlofl
DETAILS - SHEET 2 OF 3

SITE PLAN - PROPOSED EROSION CONTROL FOR
JOSHUA TRULL
ELENE NATILLE DAHNERS TRULL
ABSOLUTE CONSTRUCTION AND DEVELOPMENT, LLC
CONTRACTOR
BALDWIN TOWNSHIP - CHATHAM COUNTY
NORTH CAROLINA
APRIL 5TH, 2022 - REVISED MAY 9TH, 2022
SCALE 1 " = 60' - DETAILS VARY
REFERENCES:
DEED BOOK 2236 PAGE 1135 - PRIMARY
DESIGNATED AS LOT #70 - " REDBUD PHASE FIVE "
PLAT SLIDE 93 PAGE 30
PARCEL INFORMATION:
PARCEL ID: 68970
PIN: 9763-00-30-1802
PHYSICAL ADDRESS
60 SMILAX
PITTSBORO, NC 27312
PREPARED BY:
MATTHEW S. JARRELL LAND SURVEYING, PLLC.
314 YORKTOWN DRIVE - CHAPEL HILL, NC 27516
NC PROFESSIONAL FIRM # P-1665
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
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled 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 PAMS/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
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater 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.
6. 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.
Iy.ri„e►' NORTH CAROLINA
t,
Environmental Quality
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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.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
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 made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittce may use another rain -monitoring device
approved bythe 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,
fi. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
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 clean up 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 III, Section C, Item (2)(a) of this permit
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.
r `�' NORTH CAROLINA
Environmental Quality
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 documented in the manner
described:
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
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01/19
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).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
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 days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, 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(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
NCaENR 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 PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED -
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE 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 APPROVED
PLAN- THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT,
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED -
THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
THE LAND QUALITY WEB SITE,
http:llp+artal. ncdenr-oRywebilderosion
DETAILS - SHEET 3 OF 3