NCC216184_MODIFICATION Supporting Documents_20230908 (2)

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L RU LEGEND&NOMENCLATURE: I
O Ex.property corner il"A
• Set property corner
0 Calculated point II
0Water Meter •
Q Sanitary Sewer Cleanout I I B.M.2019,PAGE 128
Le CT. © Power Pedestal 4
G ❑T Telephone Pedestal I J(101 I
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Mr RIDGE CT © Cable Pedestal 1 o
FUTRELL
0 20 40
. ❑H HVAC II
Qp Storm Manhole N �. PROP.RET.WALL 0, S 52°38'09'E 277.50' SCALE: 1" =40
' �. 0 Storm Curb Inlet 1 I (4'MAX.HEIGHT)
,. B.M. Book of Maps
WESTFALL %X
_ WAY D.B. Deed Book w
Pg. Page q
S.F. Square Feet 1 m °
,.. j
Ac. Acres 1 �T P
I It 1 PROP.
.,• k,..- 4 CONC.
1 DRIVE
1
LOCATION MAP 1 '
1" =2000' 1 z 40.0' ti
NOTES: y
al
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�a, 111 n i 140.5'
1)The basis of North and all easements,
right-of-way's,buffers,setbacks and I nn
os
adjoiners,etc.,referenced from Plat Book a co
2019, Pages 128 unless otherwise noted. a ;� K.
I o IJ M
2)Surveyor has made no investigation or • � co
independent search for easements of record, 1 M
encumbrances,restrictive covenants, • WEST BEECH SLOPE CT H O SN
ownership title evidence or any other facts VARIABLE WIDTH R/W II o
that an accurate and current title search may N o v,
disclose. \ • 48,358 S.F.
o ci \•\ 1.11 Ac. co
3)Contours shown referenced from field run i i. / © •\.\
survey. •\ �/ .� \ \
i �m>_a�� / •\ \
BUILDING SETBACKS: •. / •. \ \
FRONT: 30' / \- .• \.\ \'\
SIDE: 15' / \
REAR: 25' / CURVE RADIUS LENGTH CHORD BEARING _ \•\ \
Cl 55.00' 10.25' 10.24' N 57°10'46"E \ 0 \.
/ C2 55.00' 30.54' 30.15' N 35°55'52"E_ \ \
IMPERVIOUS AREAS: / \ Np280 „ \•\
HOUSE: 3,451 S.F. / (10P FI'2pA\ (yes •\
CONCRETE: 2,319 S.F. / �'//�\ 58�, \
TOTAL: 5,770 S.F. \\\\\\\\,(Ntt��CA�R,°////// / \
° ° `� �''% AT FOR N� FF9S `v \ \•\
F E S S/p °°,2 . F-\ .
*'°s� -7 . ' DRAWING INDEX Ftir \.\
Digitally signed by SEAL ° .\ w .
Jeremy Taylor = ve L-3841 04° C-01 SITE PLAN 1 •
Date:2023.07.12 17:22:37 °°�o SURN�y°°°0� C-02 EROSION CONTROL PLAN I I I
04'00' 1f Y°°T A,(\����`° D-03 thru D-05 EROSION DETAILS : i
- The purpose of this Site Plan is to depict the proposed
SITE & EROSION CONTROL PLAN SITE DATA
LTAYLOR location of the house and drive on the subject property for LOT 101 - WESTFALL - PHASE 5A OWNER: WESTFALL ASSOCIATES,LLC.
LAND CONSULTANTSNIIIMEILw .PLLC building permit purposes only. No on-the-ground survey of ADDRESS: 277 WEST BEECH SLOPE CT SITE PLAN
License#P-0829
the property boundaries has been performed by Taylor Land JULY 13, 2021 PIN: 9785-00-35-0274 C_01
1600 Olive Chapel Rd.,#140 Consultants, PLLC. This is not a certified survey and cannot last rev. 7/11/23 SUBDIVISION: WESTFALL SUBDIVISION-PHASE 5A
Apex,NC 27502 [phone] be used for any property conveyance or sale. ) PLAT REF: BM 2019, PAGES 128
TOWNSHIP: WILLIAMS(CHATHAM CO.)

CHATHAM COUNTY SAMPLE 1
RESIDENTIAL
CONSTRUCTION
SEQUENCE • I
1 I B.M.2019,PAGE 128
1. Submit a Land Disturbing Permit Application at least 30 days prior to any land p 1
disturbing activity occurring. I •
2. Organize pre-construction meeting with Chatham County Watershed II 1 ° 0 20 40
Protection Department to review site plan prior to land disturbing activities. It 1
Land-Disturbing Permit and Approved Plans will be provided at this meeting. II 1 SCALE: 1" =40
3. Install all temporary erosion control measures according to the information II PROP.RET.WALL I
discussed during the pre-construction meeting. Minimal clearing may occur III (4'MAX.HEIGHT) js /
in the immediate area of all measures to provide for installation. II X 1 TPF-------TPFo `
4. Permitted land disturbing activities may begin once measures are installed. I c - � h \` DISTURBED LIMITS:
5. Complete self-inspections weekly and within 24 hours or a 0.5" or greater lI W� =�� / ` / ±23,600 S.F.
rainfall event. TP- '" / N
6. Maintain all erosion and sediment control measures in good working order. // / /
Silt fence, inlet protection and other similar measures must be cleaned out / / / / Awl, NOTE:FENCING TO FOLLOW
when they are half full.Clogged silt fence outlets must be refreshed/replaced. I TEMPORARY 12'x 50' �'`r / / LIMITS OF DISTURBANCE
Silt fence cannot have holes or tears. I CONST.ENTRANCE ---• // / / / i / / �' (OFFSET SHOWN FOR
7. Ground cover shall be provided as follows: _ / I / / /
I' / / ,/ / / / / CLARITY PURPOSES)
a. Stabilize basins with ground cover immediately after installation. (If I I i GFE:5p8.0 �,' / / m1 /
applicable) / / /
{ /b. Stabilize diversion ditches intended to be in service for (14) days or 0 / / / ' BFE:497.5 /I'l / / / �/ / / �'
more with temporary seeding and erosion control matting.(If applicable) 1 o FFE:509.5 j `^� j
c. For all areas of moderate and/or steep slopes,stabilize area with seed CONCRETE sF / / / / / \' /
and matting if the slope has not been disturbed for a period of(7)days.
1 WASHOUT / ►►►►
d. Provide ground cover sufficient to restrain erosion on any portion of theses / / / / ,e /
site upon which further land-disturbing activity is not being undertaken • a // / / / / / / //
within(14)calendar days of temporarily or permanently suspending land 1 t\ - / / /
/ /
disturbing activity. �• / / / / / / / /
e. Establish permanent ground cover sufficient to restrain erosion I �\*' / / h/ /
immediately following completion of construction or development and/or • WEST BEECH SLOPE CT I,I /
/ �/
prior to final inspection. ¢ , ®j
I VARIABLE WIDTH R/W sF / oo / /
9. Re-install adequate erosion and sediment control measures and/or increase h o h
maintenance frequency where approved measures fail to prevent accelerated s\ s / �� // / 48,358 S.F.
erosion,off-site sedimentation,or repetitive non-compliance issues. �j c �� / / / /1 / 1.11 Ac.
10.Measures must be installed at the back of curb to restrict all vehicle access to i• / / /':. / / / / // A // / LEGEND&NOMENCLATURE:
the construction entrance.All measures must be installed according to the \ �` .� / /7. ,- `F/�s // // /// // / 0 Ex.property corner
approved plan unless approved in the field by Chatham County Watershed ,- �• I - , .\/ T _, / / • Set property corner
Protection Department staff(approved Field Revision). i \ '♦ • \ 7 .\ / / 0 Calculated point
11.Modifications to the approved and permitted plans shall be approved, by ._ %- / /•�' / // / / / / / / ® Water Meter
Chatham County Watershed Protection Department staff only, prior to ,. /.. // *�,�' // // / // // / // Q Sanitary Sewer Cleanout
removal or installation. Contact Chatham County Watershed Protection / _ .•• / • / / / / / / / © Power Pedestal
Department staff to request an inspection and obtain a sign-off on the plans T / ❑T Telephone Pedestal
or an approved Field Revision. I / / / / / /// c Cable Pedestal
12.Once grading and construction activities are complete,temporary measures / / /\ / / / /o / ❑H HVAC
are removed, and the site is stabilized call Chatham County Watershed / •\ / > . / / / / / —x— Fence
Protection Division staff to schedule the final inspection. / / / / / / / B.M. Book of Maps
13. Once the final inspection is complete the permit will be closed and no / F-t� //i/�// /// D.B. Deed Book
additional ground disturbing activities can occur. �0 o�. .L/ Pg. Page
// R�vgT S.F. Square Feet
FO / Ac. Acres
'WANq� GFE Garage Floor Elevation
C F , FFE Finished Floor Elevation
'�Fivp• 0 Silt fence outlet
*\ \•
O� —SF— Silt fence
• —WE— Tree protection fence
'Si • — — — Limits of disturbance
—410— Ex.contour
II I —410— Prop.contour
1 I
I
AlThe purpose of this Plot Plan is to depict the proposed SITE & EROSION CONTROL PLAN SITE DATA
TAYLOR location of the house and drive on the subject propoerty for LOT 101 - WESTFALL - PHASE 5A OWNER: WESTFALL ASSOCIATES,LLC. EROSION
LAND CONSULTANTS.PLLC building permit purposes only. No on-the-ground survey of ADDRESS: 277 WEST BEECH SLOPE CT CONTROL PLAN
License#P-0829
1600 Olive Chapel Rd.,#140 Consultants, PLLC. This is not a certified survey and cannot last rev. 07/11/23 SUBDIVISION: WESTFALL SUBDIVISION-PHASE 5A C-02
Apex,NC 27502 [phone] be used for any property conveyance or sale. ) PLAT REF: BM 2019,PAGES 128
TOWNSHIP: WILLIAMS

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 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. n�Ay o .-e !' -'
activity being considered compliant with the Ground Stabilization and Materials Handling oo !. �! t
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ,�a "a rod- 4 I
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The o ,
project. o> <o Noj„f.i aL
permittee shall comply with the Erosion and Sediment Control plan approved by the oxe a o ..., j0 -•�'! •_
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as j�,�,�,�,�j )(: ff
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). �
5. Remove leaking vehicles and construction equipment from service until the problem �m." .•. „.„ s na mole. ..uuna'worm'
IN nu WM MOM
SECTION E:GROUND STABILIZATION has been corrected. I I
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products I
Required Ground Stabilization Timeframes H6a -s M.�� Na
to a recycling or disposal center that handles these materials. w....®.r w.a .w
Stabilize within this ""
Site Area Description many calendar Timeframe variations 5F.nv nRAI)4�IT CTRIIF.TIIRF ABOVE GRAr M�°T STRucTIIRF
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.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
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 away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HQW)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
If slopes are 10'or less in length are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 7 p 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 not steeper than 2:1,14 days are
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-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
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 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
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes p paint and other liquid waste into storm drains,streams or wetlands.
p can be shown that no other alternatives are reasonably available. At a minimum,
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.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 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
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.
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
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.
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
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit. 1
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT
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
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control products with grass wed available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water
or surface water. If a spill occurs,clean area immediately.
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.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
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
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 HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site.
offsite. 2. Place hazardous waste containers under cover or in secondary containment.
' f a 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover •t_ ; NORTH CAR al gg
or surrounded by secondary containment structures. a Quality• �Environmental
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
_ The purpose of this Plot Plan is to depict the proposed CHATHAM COUNTY STANDARD
L TAYLOR location of the house and drive on the subject propoerty for EROSION
building permit purposes only. No on-the-ground survey of EROSION CONTROL DETAILS
LAND CONSULTANTS,PLLC DETAILS
M License#P-0829 the property boundaries has been performed by Taylor Land
1600 Olive Chapel Rd.,#140 Consultants,PLLC. This is not a certified survey and cannot D-03
Apex,NC 27502 [phone] be used for any property conveyance or sale.

PART III I PART III PART III WC Stonnwater Discharge Penn:t ConsWcnon ACtOUes(NCGO1) NCOENRIDnimon of Water Quality
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION C:REPORTING NEW STABILIZATION TIMEFRAMES
SECTION B:RECORDKEEPING (Ee«tive two.s,dill)
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that must be reported
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on The approved E&SC plan as well as any approved deviation shall be kept on the site.The SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be documented in the manner D Perimeter dikes,eweles,ditches,slopes 7 days None
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be (b) spills if:
performed upon the commencement of the next business day.Any time when inspections described: Oil
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours, Hlgh Quality Water(HOW)Zones 7 days None
Item to Document Documentation Requirements
Frequency • They cause sheen on surface waters(regardless of volume),or
(a)Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy
Inspect (during normal Inspection records must Include: • are within 100 feet of surface waters(regardless of volume), If slopes are le'or less In length and are
and does not significantly deviate from the of the approved E&SC Plan or complete,date They ( Bslopes steeper than a:1 7 days
business hours) not steeper than 2:1,14 days are allowed.
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each
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 (a) Releases of hazardous substances in excess of reportable quantities under Section 311
good working holiday periods,and no individual-clay rainfall information is Plan.This documentation is required upon the
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 slopes 3:1 orflaw 14 days T days for slopes greater than Se'In length.
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.5.143-215.85.
needed).Days an which no rainfall occurred shall be recorded as installation.
The permittee may use another rain-monitoring device All other areas with slopes Natter than 4:1 14 days None,except for perimeters and HOW Zones.
approved by the Division. (6)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
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the
and within 24 3. Name of the person performing the Inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
hours of a ram 4. Indication of whether the measures were operating
event 2 1.0 inch In property, (c)Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
24 hours 5. Description of maintenance needs for the measure, I in accordance with the approved E&SC Plan or complete,date and sign an inspection
6. Description,evidence,and date of corrective actions taken. Plan. report to indicate compliance with approved
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2.Reporting Timeframes and Other Requirements
discharge 7calendar days 2. Date and time of the inspection, ground cover specifications.
dischaoutfallrge
(soon) and within 24 3. Name of the person performingcoon,he inspection, After a permittee becomes aware of an occurrence that must be reported,he shall contact
(d) The maintenance and repair Complete,date and sign an inspection report. the appropriate Division regional office within the timeframes and in accordance with the
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC Measures
event>1.0inch m sheen,floating or suspended solids or discoloration, have been performed. other requirements listed below. Occurrences outside normal business hours may also be
24 hours 5. Indication of visible sediment leaving the site, reported to the Division's Emergency Response personnel at(800)662-7956,(800)
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC 858-0368 or(919)733-3300.
(4)Perimeter of At least once per if visible sedimentation is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection
site 7 calendar days of the following shall be made: report to indicate the completion of the r
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the see limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements
event 21.0 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 (a)Visible sediment • Within 24 hours,an oral or electronic notification. .1". =Lt. .».«r' a.v.
releases. deposition in a • Within 7 calendar days,a report that contains a description of the
2.Additional Documentation ,,w,, �m ,e,,,,,e, 'ADDITIONAL SODDING
(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. ." e� p, p,p,p, p, ,{, , b„ INSTRUCTIONS CAN BE FOUND
wetlands onske 7 calendar days stream has visible Increased turbidity from the construction Division staff may waive the requirement fora written report on a pPtl IN SECTION 6.12"SODDING"OF
r offske and within 24 activity,then a record of the following shall be made: site case-by-case basis. ,w^...a„�,.�., --_ THE SEDIM NT LR EROSION
where hours of a rain I Description, agency inspectors at all times duringnormal business hours,unless the PLANIND NG AND CONTROLIGNMANUAL.
ption,evidence and date of corrective actions taken,and and available for en p • If the stream is named on the NC 3031d)list as impaired for sediment- _�^�.-_ �""'" .emm-n PLANNING AND DESIGN MANUAL.
accessible) event 21.0 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
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff ^•_-^ +�^-" »»»"` `"`�"�»»
of this permit u,..v,.,. e,-„aa.,„
(6)Ground After each phase 1 The phase of grading(installation of perimeter E&SC determine that additional requirements are needed to assure compliance a .�. ^
stabilization of grading s,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. ^�°�'^• ^gyp^°• =s
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification '^�7»,,, »„e,,,„,:„„-,,,,-,,,o,_.p,,,,„..x,,Poo 2,.0.5 UNLESS 0,IXERWISE SPECIFIED.
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, ,,,,,e uc„,w,,TEST RECOMMENDATIONS
ground cover) hazardous location of the spill or release. - - • „ nwN,T.�.,
a-
2 Documentation that the required ground stabilization the required observations on the Inspection Record Form provided by the Division or _
measures have been pre ded within the required a similar inspection form that includes all the required elements.Use of substances per Item - f- `-f
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if 1(6)-(c)above N -- :.e ,"�' _Li__.7_, Elk;
soon as possible. (c)Anticipated • A report at least ten days before the date of the bypass,if possible. I T I°^"" "�`
shown to provide equal access and utility as the hard-copy records. „ ,,�,,, ,„F„ L`=.J -
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and Sh ?;_r`y,ice` DA-I ,,,,,,,,,,,,H - a,"
122.41(m)(3)] effect of the bypass. a"'i »`""'""-""'°»""
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 -ry Z"_�=" »"er ? �'"=:..• Within 29 hours,an oral or electronic notification.
- maintained for a period of three years after project completion and made available b asses CFR • Within days,
bypasses[40 a report that includes an evaluation of the _ i
upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass. -__ i 11. -
(e)Noncompliance • Within 24 hours,an oral or electronic notification. .1. ,
with the conditions • Within 7 calendar days,a report that contains a description of the ""»'"- -•^_--� '"'-"""""
o'NEMI omvrr
of this permit that noncompliance,and its causes;the period of noncompliance, ...rn. .
may endanger including exact dates and times,and if the noncompliance has not SODDING INSTRUCTIONS asI
health or the been corrected,the anticipated time noncompliance is expected to ""--'»"""'^"""'"' S.M.
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(1)(6).
• Division staff may waive the requirement for a written report on a
case-by-case basis.
'` NORTH CAROLINA
Environmental Quality
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
_ The purpose of this Plot Plan is to depict the proposed CHATHAM COUNTY STANDARD
LTAYLOR location of the house and drive on the subject propoerty for EROSION
LAND CONSULTANTS,PLLC building permit purposes only. No on-the-ground survey of EROSION CONTROL DETAILS DETAILS
M License#P-0829 the property boundaries has been performed by Taylor Land
1600 Olive Chapel Rd.,#140 Consultants,PLLC. This is not a certified survey and cannot D_04
Apex,NC 27502 [phone] be used for any property conveyance or sale.

X.F7E$DONDICALTI RAN
I VARIABLE s STEEL POST i`s']Rw�9,'ED ( nR 4 S wrcxnsxEEDeo TDmuNrnm Txa TOP RIM
I' ¢ 1 1 oTx�....o.�MEas�xEMx..NE z OF
m DITCH
""� $ �:,. ,xn,�rm.rv„xPnex 8 Species Rate(lb/acre)Dates
Ifs tt. SILT FENCE F;431;IC tit �4 4 cli SILT FENCE FABRIC TO HARDWARE OLOTR BY,a NCH . s EEP ROT OR Du SLOPE
LNE WIRE" AU II _ t RE o N k�, MNMUM'A e' OVERLAP ? yka .t z;, g r x.# 3TswvE Rye(grain) 120 January 1-May 1
t gig ro ro a ro t gill ll� NTERMED WREs STEEL FENCE POST t"'5.�' ' " °'. `. - IMAxMUM. Annual lespedeza(Kobe) 50
NARCERNANCE NOTED II g ig a i a egg gilt
MILE RALFMIc °1 r�O :� �' � 4 P� ME`mom oN FENCE WRA TNDA ON AHARARE'FENCEIV STEEL FENCE POST German millet 40 May 1-August 15
HT E
OF SII T FENCE ',I I_- �o HARDWARECROSS SECTION A-A non
_ _ -- -_�' FILTER DF,INCH l PLAN VIEW SLT FENCE OUTLETS ONLY WHEN SEEDING
DIVERS].DITCH Mrx TEMPORARY Rye(grain) 120 August 15-December 31
IMMEDIATELY WHEN MA.,HOLES,SAGODIDCOLI APSE,.OTHER +B/WASHED s DRAINAGE AREA DOES NOT EXCEED I SE AND EROSION CONTROL MATTING.
,II 1 ACRE AND,ERE IS A LOW AREA.
LTEENCEMOIDEUST I, FRONT VIEW ../DIRECTION >I s DE As A REPAIR OF SILT FENCE FAILURES. UPSLOPE TOE
FENCE IS APPROX,ATELY 6 ;I qO Soil Amendments
DETERIORATED REPLACED. _ '_ ____'___-_ - - MAxIMUs z C ROAR{ WIRE FEN POSITIVE GRADE 1.0x MAXIMUM Follow recommendations of soI Tests or apply 2,000 lb/acre ground agricultural
STEEL POST
RMAAEry D N NEVER IN AREAS
EXCEED I/aWOVEN WIRE FABRIC SIDE VIEW Id l B _ H I uEL Fc I I � /X i limestone and 75016/acre 10 10.10 fertilizer.
1 USE SILT FENCE ONLY WHENACRE PERKO LINEAR.OF DRAINAGE
aTaEa,,,„,,.,Eo wareaways SILT FENCE FABRIC u -.'°;8,„0-¢3 oy"a &ttEIR6L , , ///////// Mulch
Rp�° >p e, s SLOPES Apply 4,0001b/acre strew.Anchor straw by tacking with asphalt,netting,or a mulch
BEEN RECEIVED TO DO SO FROM APPROPRIATE FNCRN AL HAS € MAINTENANCE NOTES: FSILT FENCE ABRIC ,:.,:i�b�6® $:::.,:.. DE SLO TOP RIM OF DITCH _ UN
3.1 IMAxIMUM) T�R anchoring tool.A dist with blades set nearly straight can be used as a mulch anchoring
s OVERLAP 12 INC.S WHEN SPLICING FABRIC. I REMOVE SEDIMENT WHEN ;IMIrSK.. ''S.!,Y]!:$466;;;IPMegenntinagNIMERIS, ]EACH END OF FENCE UPHILL IN T PATTERN TO PREVENT END - 4° HALF HEIGHT OF �A p®.g. ® �� , \\\\\\\\\\\\\\\\�Nu tool.
NEVER anTFENGBIN WETLANDS EaaAPPRDP
FLOW.
5 ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12 A p0$Ky1SKS WITH oe0 m,,mGm,,OR' �a. _ ♦ Maintenance
INCTIES°ENCODERS OIL AD w�ca TOE OF FENCE 2.WASHsmNE WHEN FLOW WILL RUN FENCEREPLACE '6pwpeWAR yEyPflC,3 S ..e STEEP CUT OR FILL SLOPE���,ARE CLOTH Ns `� Refertdrze if growth is not fully adequate.Reseed,refertilize and mulch immediately
'�Y6 FOR�a eoE SILT FENCE FAILURES.LIRE SILT FENCE OUTLET vErAu s MINIMUM COMPACTED
CDVER FILL
DIf SKIRT xu.AND ATR - D NOTR. = • �` �`�`i`�`� following erosion or other damage.
4 ANCHOR SKIRT AS DIRECTED BY ENGINEER ronNED Yh"IIII I- ` "V.
T.
y"ES ARE NOT asUBsrTImeFOR SILT FENCE. SIDE VIEW rv ` FRONT VIFW THE TRENw FABRIC s INCHES Ixra `OPFICTENCES FOUND a T.
`OA T. T45 ` T.
` `PI AN VIEW ` ` `
CxaTxa IFM.T cxar.amcouNTY cxATTUM couNLr cxarxamcrouN,v
PPLA
�` STANDARD SILT FENCE —Y STANDARD SILT FENCE OUTLET �` STANDARD TEMPORARY DIVERSION DITCH rvEf uLNLgeax �Y TEMPORARY SEEDING/MULCHING SPECIFICATIONS ..w x m
_� __ SIMET1of1 m r .F. ..............
SHEET1ofI SHEET 1alI
„ _ ALL DISTURBED AREAS
SANDBAG
1 TFB' - March 1-AuL August 31 September l0-Febmary 78
1.TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS J FEET IN VERTICAL 8]........ xormttN. ..•."..�.. " ....._... 50# Tall Fescue s0# Tall Fescue
SLOPE SURFACE SHALL BE SMOOTH BEFORE IF THERE IS A BERM AT THE TOP OF SLOPE, HEIGHT AND ALONG STREAMS TO INTERCEPT FLOW AND/OR DIVERT TO A CONTROLLED°URET. M^"">d� II Di DERN ."Wµ a -e
PLACEMENT FOR PROPER SOIL CONTACT. ANCHOR UPSLOPE OP THE BERM. z SLT CALL BE REMOVED WEN SILT DITCH IS ONE-HALF FULL IE...0 TIu -- ""� I. Centipede IoA Centipede
Y EQUIPMENT OR COVERED BY FILL o 0 0 23$ Bermudagrass(hulled) ,,# Bermuaagrass(=hulled)
■ j ...»ir. w0,0 Fertilizer 500n Ferolizu
MIN.2 ANCHOR IN fi"XG"MINenal .TRENCH J.DITCH CALL BE RECONSTRUCTED WHEN DAMAGED e _ _
STAPLING PATTERN AS OVERLAP ,, Mxox� �_ N FU N00D#Limestone i000#Limestone
PER MANUFACTURERS ^F AND STAPLE AT 12"1NTERVAIS. Q Y
RECOMMENDTAIONS 1aj 1(�r= WASTE AND BORROW AREAS
IIIIND �MIN.b"OVERLAP. MINIMUM vnwec QI ' A m .^m.W...w. �..' mm LI I—aNcea�� Marchl-August 31 September l0-February lB
MIN x Ts# Tall Fescue -,MS Tall Fescue
MASTF NA,FRIAI DOM SEED k r z M 1 0 ` ,,...m.....I.000GCOOI.I._. 25# BecNhoec ss(hulled) 25. BecUlio c ss*hulled)
1 STAPLE OVERLAPS MAX,5"SPACING. OP.I of DITCH PEW./� sooa Fertilizer 500# Fertilizer
A<t uLCH AFTER caNSTRucn 1 DODO
[ C 0 e000#Limestone 4om#Limestone
BRING MATERIAL DOWN TO A LEVEL } ,666.66.6666.6p�/�
DO NOT STRETCH BLANKETS/MATTING AREA,TURN THE END UNDER 46AND y Io..wancuxix. TYPE•BELOW GRACE. :wro .A pro f Note:50#of Bahiageass may be substituted for either Centipede or Becoo dageass only upon request.
TIGHT-ALLOW THE ROLLS TO CONFORM TO ANY STAPLE AT 12"INTERVALS. ...mx.,..edv
IRREGULARITIES. Js MIN NOTES On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5lb/sae and add 20#of
LIME,FERTILIZE,AND SEED BEFORE INSTALLATION. 1 II WII,�,III-III-II I-III-II - - -- I.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. I—'-
FOR SLOPES LESS THAN MEI V,ROLLS MAYBE .. ^I^' RI - - -1I1 2 I 2 A CONCRETE WASHOUT SIGN SHALL BE INSTALLED "........ Sedcea Lespedeza from January 1-December 31.
PLANTING OF SHRUBS,TREES,ETC.SHOULD OCCUR -J„--•^I-
PLACEDINHORIZONTALSTRIPS, -7-- ' WITHIN 3q OF THE TEMPORARY CONCRETE WASHOUT.
AFTER INSTALLATION. _ 3.MATER.,USED TO CONSTRUCT TEMPORARY �.�■ �"a Fertilizer shall be 10-20-20 analysis.A differentanalysis of fertilizer may be used provided the 1-2-2
MAINTENANCE NOTES: CROSS SECTIONAL VIEW CONCRETE WASHOUT SHALL BE REMOVED FROM THE ratio is maint
ained rained and the rate of application adjusted to provide the same amount of plant food as a
SITE AND DISPOSED OF OR RECYCLED. 10-20-20 anal d as directed.
Z 1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS,REPAIR IMMEDIATELY. MFw"nn'Mda°M'W"Y' 4.HOLES,DEPRESSIONS OR OTHER GROUND
I tun z analysis an
2)GOOD CONTACTWITH GROUNDAS UST BE MAINTAINED,ANDOR U EROSION MUST NOT OCCUR BENEATH /Y\ DISTURBANCE CAUSED BY THE REMOVAL OF THE L r` Nm00
U.0 MATTING.REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. ,)'.'L.
.0 TEMPORARY CONCRETE WASHOUT SHALL BE I msPECTPeawvETTESTnal,unnoxwerxirnrvn AYEERSlcnmcr.NTRA,NeveNrs
} \ 3)MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED. \ ` BACKFILLED,REPAIRS AND STABILIZED TO PREVENT
HATTNM CODN eM,�I",.•w "%.",- W WuxX JYY` EWmODTIGTCrvm ECOOVr00 O,::07.eC0OnuTmunwe oamomenneEaam
CaTxaMCbNm a LYUTNaMCouN EROSION. CarxaMCosw,v AmTIox m AIATc nsESocorvoepu�nnuosLONSI.UALMATBEREmnnNCEDEoaewunwcwNsmswrnoNSANoxncaw.ENDAnox s.
STANDARD MATTING INSTALLATION(SLOPES) cacm ,� STANDARD DIVERSION BERM SHEET tux �� STANDARD CONCRETE/PAINT WASHOUT os SHEETIp� 1 PERMANENT SEEDING/MULCHING SPECIFICATIONSf�
MaINTBN.aa.A6,A
II INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT CI I
EVENTS.REPAIRDDIEDIATECv II IJ II IJ lS
T0D•MXMUM r)GOOD CONTACT WITH GROUND MUST BR MAINT.NED tux ELEVATION Gals �JJ / JJyy J�JJ/ OMWEW IC
mTMmnmTroarP AND EROSION MUST NOT OCCUR BENEATH MATTING REBa ::,::::: MwADR
SOMENTwsB MAINTENANCENOTES: AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. A ia::1 _... roNP EBB Ervar ANrs
I.CONSTRUCTION ENTRANCE SHALL BE G morvrma ArvD RvAux As NEcessear cwru -'w•.•3.,•f?+• ....444.13.661.6141188PL/sTaxe nT,z^INr2avalS CROSS SECTION
PETwAMro STONE NNEIUNTAnv W A
MAINTAINED ROUTINELY TO AVOID aouNOrovEa is ettALUFIEo '•,?p22., Sis i STAPLING/STAKING PATTERN,. EXISTING sgpr I DOW., sT WATRE
SEDIMENT LEAVING PROTECT •..•A,.t•:1^1; T_ri<i,i[3jin3 _ plyl�u+- ,,,,,b `..
;f 5.. _ :w' n•s•...33}.�3:316Yr:1:: Hr I m b MATTING��. �4 ,a /.. v r z seDIMENT ENTERING PAVED 7,:..,;�•;.•.y.:.::: •_' �,.: uT UNs eI R R Umeaos o occuR s \ `��
`" - - '� FROM PROJECT
ALL BE REMOVED --...... :••. 6F/H6C's.s,2;.. VARIES nss ADD ADomoNAL .,._ •�
°;:?tear.";iF;�-pf¢iip;'✓. ,Y'y:%•e:. f
EAs itiriN:;:::::E a ,r//6��1$1:1 e^..: oNouNcnoN WITH dP'
Roaowa - .w-y41 4$44,.4,1$ti 1/1iii:::::::::✓44/4$.,0% _ SLAT VIFW STABILIZATION LINER �.{U "s x^,r`.
7 • L:� :N41•SJ MNW:w::�Y::::::::/3;/. ____ masT. .wsrnu MArrmc aroE �'uHO I)Use
:. •w 444., -- TIDE ,,,,, I �11 1�11 z)U LONG WOODEN STAKES WITHIA2, NOMINAL CROSS
nx Y1 a ... yam..............................................................� __ __ I AN VIEW
$.; .?..- .:.•e:-... _ ___ p
a)INSTALL voArnr(s)To a HEIGHT ON SLOPE SO FLOW MU NOT
DESIGN OF SPILLWAYS 5)IN
/0° Nero TER vesEs
•............... . / Bcvomlrvsr, norv. MINIMUM.STAKES ON PvwaoPr STALL aAroMNMUM a lWn ROPE STAKES wDSFWRO�
MDITCHES AND ANYWHERE
ATTING SHOULDBEUSEOINnu #w.#�N.��--i�.........w�/�./ Ii tux�cTMI xm z STAKES ax UPSLOPE DDaNSLOPE sTAI¢5 AT AN ANGLE Al WEDGE WATTLE m GROUND
pi AN VIFW coucENrRATEoau,+oPPls CONVEYED •- "cLAT BOTTOM.
E 1 rxEYED MP aAP - - s)PR
STAPLES MADE Or 0.125 INCH DIAMEIER STEEL WIRE
IN CHANNELS,Rouoursrvays oFNmrINc PARALLEL ::'.... AO PROVIDE
FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
DIRECTION OE FLOW AND OVER THE PROTECTIVE MUlOx L� _ ___�I -I,.I 1 1 IL' T)N SOIL.
WAPIE AND AT
caxsmucn ♦ ♦ iI= =iI p7 wasxm sTaE oucu ws slaw Asr wx uuu MA.. T—I1 B)SIDES
OF
AnL�Emma EVERY
ANY CAPS sTxE[xx
Eunwc ROADWAY MINIMUM Dv 11II •III t�� SI=i' a FRONT VIF1y V-DITCH SECTION VIFWSTAKES
wATTIe AxD ORounD xlTx MA xc
OUGH
_- z.rz . r 'c { nxnx�punu_i" >,q j II AuarvcxrnF.NCH %� sr al AMC BARE OE muu ELEVATION Mx zsraxAs ON UPSLOPE ownavE WAVE
c"`�G STAPLES
ATTLE 01.3 STAKES
A(NONE
O
aNLTrwc00 ��� M.TTSR sMEM uurwx
nn�
_ t
L os
1 II=II ll JI B R IT II ll ll ll R-11= 12inch/ ,L.'.,a^ E .` ;•e Mw. LnuEa I c UNDER STONE ,LIT 1- APPLYALATTINOTO BOTTOM AND SID.LOP.OF DITCH. OvedaP F luN STRIPS BY ANCHORING u�IlFlllf_I l•A L 0° r�IICII-- 1 F = / Am /�.\ Amxc
MATTING MUST BE INSTALLED LETO AND OVER CREST OPANDOVELAPPINc 'lIL'InL-IIII_ T III '�a', "- nn nYYi
1,1�II�II Ira Illr Iltll, Nan=r�irHr
CROSS SECTION sIDHSIOPHS AND nxcxoP.sOwnraENcxns sHowNAsovL h it- x0Tnxc STAPLE INSTAL I.MENTT s STAKE INSTAlI RENT
` ` / \ PROFILE VIEW ,> TRAPEZOIDAL
VIEW CH SECTIONS- CROSS SFCRON
CHATxaMCOmrrY p1/4"n1AMCOMP' Cx1/4"n1AMGGIIMY Cxaninipsomrrr MUIx+...$OrB.M..E SFOMIEDOLHED liNTIL GIITOFOUTIT REPAIR AxmusrOu.TO SPECIFIC/EOM nmvE 1.16.1 ...v.
�� STANDARD CONSTRUCTION ENTRANCE STANDARD MATTI MEMNG INSTALLATION ���— STANDARD ROCK CHECK DAM �Y STANDARD WATTLE ��Nw�
_ The purpose of this Plot Plan is to depict the proposed CHATHAM COUNTY STANDARD
L TAYLOR location of the house and drive on the subject propoerty for EROSION
building permit purposes only. No on-the-ground survey of EROSION CONTROL DETAILS
LANDCONSULTANTSIPLLC DETAILS
M License#P-0829 the property boundaries has been performed by Taylor Land
1600 Olive Chapel Rd.,#140 Consultants,PLLC. This is not a certified survey and cannot D-05
Apex,NC 27502 [phone] be used for any property conveyance or sale.