NCC240347_Site Plan or Location Map_20240209

PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
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 The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on 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 kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or corn plete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (anc this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143 215.85.
approved by the Division. _
(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 (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection,
outfalls(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
After a permittee becomes aware of an occurrence that must be reported,he shall contact
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed.
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
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
p other requirements listed below. Occurrences outside normal business hours may also be
(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 reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases• site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
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: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours _ Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
2. Documentation that the required ground stabilization electronically available records in lieu of the required paper copies will be allowed if release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cr release.
timeframe or an assurance that they will be provided as substances per Item
Bonn as possible. 3.Documentation to be Retained for Three Years 1(b) (c)above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • f the bypass,if possible.
fore the date o be days at least ten are report
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] py
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 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.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: 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
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeFEJ Q w R.^
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, ENGINEERING ElEP-
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and �,,s,,-��,- ,,,, z/ /24 lit_41(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. M��a2 a m=ot=$, ,Z, ,3, ,5, l
- and 36
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

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 thisplan sheet will result in the construction .a ��, m.�
p g p 2. Provide drip pans under any stored equipment. ,-_�.. �,,,, ;e �-
activity being considered compliant with the Ground Stabilization and Materials Handling ;�•■�•y any li i=r =_, .16721
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the M� ,,,,, �,� �oj ,,,,,,,
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The :I"I� �* _j2- �a R
p Y)• project. w. arWI
I1I Iol hf
permittee shall comply with the Erosion and Sediment Control plan approved by the ,uu� '1� i'i,„ioi
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 M jik•�Z Z•II RCMIrZ-rn. .-T"
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). 4 ��
r■11 WM¢ 3ECTUR A-A MI crux Mira.uCATUl voe■o■
5. Remove leaking vehicles and construction equipment from service until the problemaa �.
LOCATION RIaOO N FIELD ME
MSG NM®tiw
has been corrected. CutDEVICE
v`Q suit `"`m'°EALLBE r
SECTION E:GROUND STABILIZATION encm�arcvAeaurx,pucrossavu I WIN TIC SOLIB
ME 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products i I I IMMO COMITY O
Required Ground Stabilization Timeframes MEIOSES
to a recycling or disposal center that handles these materials. CLEARY NIMM NITS MIME MI6 men K SOMME men �,M ,,,RE
Stabilize within this suit"
many calendar BELOW GRAnc uASHOUT STRUCTURE AHOVE GADEWASHOUT S RTRUCTURE
Site Area Description Timeframe variations A suaz
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 waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
None
(HQW)Zones 7 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
Ifslopesare 10'or less in length and are
3:1 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 7g 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
-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.
,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least other0 feet from storm drain inlets and surface waters unless it
ditches
(e) Areas with slopes can be shown that no 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. Installportable toilets on levelground,at least 50 feet awayfrom storm drains,
Stabilize theground sufficientlyso that rain will not dislodge the soil. Use one of the overflow events. Replace the tarp,sand bags or other temporary structural
g 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.
• 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 seed 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. F_, disturbed s ils for temporary or permanent control needs.
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite.
p kept -s,--,------ -,-hZ,s,a 1:4 r • ' NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak roof containers that are under storm-resistant cover . ,��
or surrounded by secondary containment structures. i ' -' `•'�Environmental Quality
t=c-atJrin 3 Ec o•,i
M CLaurin Farms Lots 8, t2, ,3, v'�,._., _
and 36 - -
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

—____ 1 ���.0""""►►o,,� IMPERVIOUS SURFACE AREA
s% -c�, CA/?0 ',e
,s` ', DESCRIPTION _ AREA
O • 'FESS%'. HOUSE w/ PORCH 3,551 S.F.
QUO y',
L SC. PORCH/HVAC 405 S.F.
SE DRIVEWAY & WALKS 2,009 S.F.
w / ;�9 p;'. TOTAL (PROPOSED)= 5,965 S.F.
. O y.
SITE " '. "' � �1�••• *TOTAL (ALLOWED)= 6,000 S.F.
66 J ® F " SUR•. • P ( )
9
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VICINITY MAP EC-2024-03 I EC Only
Sl7
Not To Scale M d 36rin Farms Lots 8, 12, 13, 15, /
an ./
SETBACKS:(BM 2023 PG 1841) / \ / N
FRONT - 35'
SIDE — 15' \ o O.8
REAR — 30' • w
CORNER SIDE — 25' 14.3
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56.0<0. CUSTOM 14.0
CRAWL SPACE
\ ......,:,
a, FOUNDATION
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PER PLAN `
28.0 12.5
a
15.0 JI Is
,ri 15.0 �I
REPAIR INSET
/,/ ARE'A.'.'.'.'.'' N.T.S.
6
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109.8' � W
0 x
io • 33,783 S.F. it
co 0.78AC o W
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along back
o o
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SEE .� .26.9'— a
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based on lot topo. ~`.. ' I -SIDEWALK 03
26.9' I I EASEMENT N w o
'' • • 6' PUBLIC UTILITY (7) w
& PRIVATE STREET 5 ce
•
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36.0' 12.0' • _
SIIlEW�1'K. '—� i -I 3872T e - __ o
S41°19'57"E
...
Stone construction driveway, 20' x 25'
W L...Ir d'
BERKELEY TOWN LANE
50' PUBLIC R/W
**Existing EC measures installed by developer in ROW - —
THIS DRAWING DOES NOT
to be maintained by builder*
REFLECT AS—BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT—OF—WAY, UTILITIES AND PRELIlVIINARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES, OR SALES.
50 - 0 50 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 50' #3912 BERKELEY TOWN LANE
RESIDENTIAL ' LOT 8, McLAURIN FARM SUBDIVISION
Town of Fuquay—Varina, Wake County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: TRIPLE A HOMES
1917 Evans Road MAP BOOK 2023 PAGE 1841 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone] '
Firm License # P-0873 DRAWN: JLA I SURVEYED: N/A I CHECKED: DMR I DATE: NOVEMBER 7, 2023

I 1 0"""'///„ IMPERVIOUS SURFACE AREA
`. N CARO<,/,�
•, DESCRIPTION - AREA
O • 'FESS%'. •
HOUSE w/ PORCH 3,582 S.F.
L SCR. PORCH/HVAC 282 S.F.
SE DRIVEWAY & WALKS 1,585 S.F.
avL-4 7 r
/O �9� yp;�. TOTAL (PROPOSED)= 5,449 S.F.
SITE '. ,''•"� �l�•• *TOTAL (ALLOWED)= 6 000 S.F.
o�� J ® F . SUR,. P ( )
9
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FUQUAY-VAR I NA (�
ENGINEERING DEPT APPROVAL 59.36'
SETBACKS:(ZONE: RA-CZD)
— - 4)
FRONT - 35'
SIDE - 15' Cda0.S -.7�dt 2i5/24 — —7
EC-2024-03 I EC Only / / (n
REAR - 30' MCLaurin Farrns Lots 8, 12, 13, 15, / 0)
and 36
CORNER SIDE - 25'
19.7 ' //
•
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PORCH • I :A
l0 29.8 a, ' / c�
33.0 J 14.0 07 • t P•SEPTIC •/I. •
N CUSTOM N °' . .I. .'AREA/
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0iv . 1
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SPACE #1
Two Silt Fence Outlets in Front, w
ozi
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N.T.S.
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SE1BA-- N
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le, SEE
\ \\ \ .,, 46, S.F. INSET Silt Fence in Red per Lot Topo
\ \ 1.06 AC 2s:o'
al •\>., I 6' PUBLIC UTILITY &
�� _ - PRIVATE STREET
_ TREE EASEMENT
\ �� 50.0' _ _I TREE
PUBLIC SIDEWALK
12.0' ow EASEMENT
*Existing EC measures installed by developer in ROW Eli
to be maintained by builder* ® Li Stone construction drive, 20'x 25'
MEADOW WALK DRIVE
54' PUBLIC R/W
LINE BEARING DISTANCE
L1 S0015'21"W 15.70'
L2 N57'33'07"W 42.78' -
L3 N54'40'10"W 67.00' THIS DRAWING DOES NOT
CURVE RADIUS ARC LENGTH CH LENGTH CH BEARING
C1 475.00' 266.89' 263.39' N1621'07"E REFLECT AS—BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT-OF-WAY, UTILITIES AND PRELEVIlNARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES, OR SALER
60 0 60 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 60' #376 MEADOW WALK DRIVE
RESIDENTIAL LOTfqu1 2, McLAUR-Varina, FARM SUBDIVISION
Town of Fuquay-Varina, Wake County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: TRIPLE A HOMES
1917 Evans Road PLAT BOOK 2023 PAGE 1840-1844 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone]
Firm License # P-0873 DRAWN: ADP I SURVEYED: N/A I CHECKED: DMR I DATE: NOVEMBER 20, 2023

1 �.0""""►►o, IMPERVIOUS SURFACE AREA
--- `.0 N CA R O<,i,�
0, DESCRIPTION AREA
O • USS%'. HOUSE w/ PORCH
2,847 S.F.
Qom° -v
L SCR. PORCH/HVAC 370 S.F.
SE DRIVEWAY & WALKS 2,160 S.F.
avL-4 7
/O ;�9� yp;•• TOTAL (PROPOSED)= 5,377 S.F.
SITE '. ,'"""� �l�•• *TOTAL (ALLOWED)= 6 000 S.F.
6 6 J ® F SUR„ P . ( )
9
Gyyyl > i���'s�,M R•N�``�a`�� PUBLIC SIDEWALK — 406 S.F.
o 9y°�'y 1 a ►►►►iimol�� *PB 2023 PG 1841
li 'Pa
e�R
Q '
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G\' .1 SPACE #2
VICINITY MAP
Not To Scale NOO°52'39"E
44.04'
SETBACKS:(ZONE: RA-CZD)
FRONT - 35' I BM 2023 PG 1841 —
SIDE - 15' —Z l 7m
REAR - 30' I co
/ In
CORNER SIDE — 25' co. / I�
/FuOLJAY-VAR I NA —I
ENGINEERING DEPT APPROVAL 11
CocL,i SLwvw ICO
-v1.44W 2/5/24 :\/ / cO
EC-2024-03 I EC Only / I o
I �I
McLaurin Farms Lots 8, '12, 'I3, �5, / Iv
and 36
/ m
18.2
22.0 / Iv
° SCREEN J
csi PORCH SEPTIC �
I,,,')? 14.0
AREA
22.0 cy
THE VAN METER N I Sc
N/F
CRAWL SPACE JOYCE A. VINCI
le ANGELO S. VINCI
FOUNDATION 110. ' DB 4049 PG 245
m 3-CAR I 34,634 ST
PER PLAN 0.80 AC
, 67 M I I
14.0 f
21.6 �� 15.8 0l 1 FUTURE a) 0 EIP
o 15'x30 POOL N
22.8I o II I::
INSET
m ' ' 22.0'
N.T.S. I- I.. cc
w SEE - : o
o INSET co
2 silt fence outlets Z . N 23.6'
ce M in front 16.0'
0_0 H . —• Silt Fence in Red
3 m P per Lot Topo
w cT cn 6' PUBLIC UTILITY & I _
0 0 PRIVATE STREET 66.0'
0 w o TREE EASEMENT 12 0' -
Stone construction drive.
0 . SIDE ALK: • • 20' x 25'
D M 97.11'
m ISO0'15.21"
z , o,
2I51 I I MEADOW WALK DRIVE
CC w�\ 11' PUBLIC 50' PUBLIC R/W
1- tO O SIDEWALK-
0 o N EASEMENT
N *Existing EC measures installed by developer in ROW _
W W W to be maintained by builder* THIS DRAWING DOES NOT
REFLECT AS—BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT-OF-WAY, UTILITIES AND PRELIMINARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES, OR SALES.
60 0 60 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 60' #372 MEADOW WALK DRIVE
RESIDENTIAL LOT 13, McLAURIN FARM SUBDIVISION
Town of Fuquay-Varina, Wake County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: TRIPLE A HOMES
1917 Evans Road PLAT BOOK 2023 PAGE 1840-1844 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone]
Firm License # P-0873 DRAWN: ADP I SURVEYED: N/A I CHECKED: DMR I DATE: OCTOBER 31, 2023

c �____ 1 ��00,11"►►►►,,,� IMPERVIOUS SURFACE AREA
�. �N CARD ,,,
,�` < d, DESCRIPTION - AREA
O • 'FESS%'. HOUSE w/ PORCH 3,883 S.F.
L SC PORCH/HVAC 278 S.F.
SE DRIVEWAY Sc WALKS 1,432 S.F.
/ - p;'.
w . TOTAL (PROPOSED)= 5,593 S.F.
O y.
11 SITE " '. •' � �l�•'' *TOTAL (ALLOWED)= 6,000 S.F.
o�c, J ® Fy , SUR„ � . ( )
G elf > �'�i N••I ,,OPo�`� *BM 2023 PG 1841
'Po 19.7
il
SCREEN 7'
9�RTRo I 13.7 a PORCH
—PI— ca
5 c1^4 N 16.2 IM 16.8
18.3 c'i
Go\' .1 14.0 N
VICINITY MAP c.
co
Not To Scale CUSTOM HOME
SETBACKS:(BM 2023 PG 1842) 42 I CRAWL SPACE 4.0�
pG 18 13.6 FOUNDATION 1.0„
gM
— 2023 1
FRONT — 35' I 3—CAR 1.0�
PER PLAN 98
SIDE - 15' M
REAR - 30' Ni
i� N N
CORNER SIDE — 25' FUOLJAY-W�R'"�
APPROVAL W
ENGINEERING SEPT
13.8 0 9.5 21.3
O� N
ui 15.0 22.5 O
Cd-cL S` -vt�drn, 2/5/ 4 \ INSET
EC-2024-03 I EC Only N.T.S.
MCLaurin Farms Lots 8, '12, 3, '15, \
and 36
OPEN
/ SPACE #2 WETLAND
\ / APPROXIMATE LOCATION
S07°54'44'W
1.8.34 gift
W___ ___ ---1
SETBACKS clyP.3_ — — —
32,127 S.F.
\ FLOOD HAZARD SOILS SCALED
0.74 AC I FROM WAKE COUNTY GIS
APPROXIMATE LOCATION
1101.0'
— Z
Co
Silt Fence in Red I
per Lot Topo I
d SF7A I CA
TO 10<iy I
N I FS
14 '1".--
' N
o , i w
N \ , 1 Silt fence outlet in front,
co SEE , .o' ' 1 on right side, 2 in rear
N 16.3'` INSET I
.25.0'
1 e
Stone construction drive, • 7.•1
\..---"---
20' x25' ' t_. .. '- - - - - I
6' PUBLIC UTILITY • 35.9'
•
ScPRIVATE STREET 2.0'
TREE EASMENT
_ y t _
III
MEADOW WALK DRIVE
50' PUBLIC R/W
LINE BEARING DISTANCE *Existing EC measures installed -
L1 N70.27'21"W 24.38' by developer in ROW THIS DRAWING DOES NOT
CURVE RADIUS ARC LENGTH CH LENGTH CH BEARING
Cl 525.00' 145.95' 145.48' N11'34'49"E to be maintained by builder*
REFLECT AS—BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT—OF—WAY, UTILITIES AND PRELIMINARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES, OR SALES.
50 0 50 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 50' #375 MEADOW WALK DRIVE
RESIDENTIAL LOT 15, McLAURIN FARM SUBDIVISION
Town of Fuquay-Varina, Wake County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: TRIPLE A HOMES
1917 Evans Road PLAT BOOK 2023 PAGE 1840-1844 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone]
Firm License # P-0873 DRAWN: ADP I SURVEYED: N/A I CHECKED: DMR I DATE: NOVEMBER 28, 2023

1 �.0""""i,o, IMPERVIOUS SURFACE AREA
--- `. , CA R O<,,,,
0, DESCRIPTION _ AREA
O • 'FESS%'. HOUSE w/ PORCH 3,046 S.F.
L - SCR. PORCH/HVAC 286 S.F.
1-- SE DRIVEWAY & WALKS 1,437 S.F.
- ¢ L-4 7
Li1. O ;�9 yp;'' : TOTAL (PROPOSED)= 4,769 S.F.
SITE J ',, F �,SUR,15* c �: *TOTAL (ALLOWED)= 6,000 S.F.
� y P .
oGo-5-' i a '''i,�� /1, R`N .`s`. *BM 2023 PG 1843
li -Pa
9
VV 'Q FUQU4W-V4,1,NZ\ 63
`—I 5���4P ENGINEERING KEPT APPROVAL �O
G� mil N-301
VICINITY MAP 'O
Not To Scale coax,sL- d-r„ 2/5/24 0
2.
EC-2024-03 I EC Only CO
au
SETBACKS:(BM 2023 PG 1843) 100' CP&L a d 36rin Farms Lots 8, 12, 13, 15, 0'
— — — — — — — EASEMENT
FRONT - 35' (DB 2433 PG 244)
SIDE - 15' \mk\
REAR - 30'
CORNER SIDE - 25'
OPEN
SPACE #5
S64°32'38"E -1
111.79' 0
C
Cr)
Silt Fence in Red per Lot Topo I /- - — — REP-. ..'REP -. . . . . . . .
74.s,4REA. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
36 Z
25,222 S.F. rev ^
(0n) "
NI 0, AC
41.3' 22.7 oM J
EPTIC 14•Oa SCREEN a 18.7 N
® AREA w �I PORCH to r=
vil 22.3 t C7 1 1
CUSTOM
/ C)
i7,2.0 CRAWL SPACE a
02.0 FOUNDATION -,I rn N
2 silt fence outlets on left side, P / REVER EAPLAN 6.Or (0 '
1 in front and 1 on right side / / .. v;6.9 oN 3 6.0
2s.o'� w
ffi ` fin& >
I e 5.q 0_
• ' - -• II a
a
26.0' • MI <
6' PUBLIC UTILITY L I w
& PRIVATE STREET- 0.4 0.4 w
TREE EASEMENT N o o>D oN I z c
741 wZ
M w
C •• 36.0' _
m
0 82,' t' 41(0)
' z o0
? 6432'38 W Stone constructs drive, w
1s.o'� 20' x25' w c12 M
*Existing EC measures installed by developer in ROW
to be maintained by builder* coRNIvIEw COURT '
50' PUBLIC R/W w W
CURVE RADIUS ARC LENGTH CH LENGTH CH BEARING -
Cl 25.00' 39.28' 35.36' N70'27'22'E
C2 25.00' 21.02' 20.41' 540'26'56"E THIS DRAWING DOES NOT
C3 50.00' 30.42' 29.95' N33'46'44"W REFLECT AS-BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT-OF-WAY, UTILITIES AND PRELIIVIlNARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES OR SALES,
40 - 0 40 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 40' #3609 CORNVIEW COURT
RESIDENTIAL LOT 36, McLAURIN FARM SUBDIVISION
Town of Fuquay-Varina, Wake County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: TRIPLE A HOMES
1917 Evans Road MAP BOOK 2023 PAGE 1843 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone]
Firm License # P-0873 DRAWN: JLA I SURVEYED: N/A I CHECKED: DMR I DATE: NOVEMBER 7, 2023