NCC243139_Site Plan or Location Map_20241010

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• VICINITY MAP SECTION E:GROUND STABILIZATIONequirGround Area Calculations: •
Requbed Ground Stablliza[ion Timefiames yiliii•
Stabilize within this project Narrative; LEGEND HOUSE SITE: •
Site Area Description many calendar Timeframe variations .
days after ceasing We will be clearing less than 1 150'Stream Buffer
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land disturbance nacre to build a new gravel 30 ft buffer around buildings + ' lit°
(a) swales Perimeter dikes, Property Line material staging +
swales,ditches,and 7 None driveway, install new power, 9 9 •
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m perimeter slopes water and sewer infrastructure, — — Setback CHART AND TANYA L; septic area, well area, utilities clearing
• (6) High Quality Water 7 None and build a new single family FITZSIl1ONS GAVAN J, =31,474 sq ft •
(HQW)Zones home. Silt Fence
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w (c) Slopes steeper than If are 10'or less in length and are _ Limits of
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> 3:1 7 not steeper than 2:1,14 days are Disturbance DRIVEWAY:
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allowed
Construction Se 700 feet x 16 ft - 11,200 sq ft •
Ch uence;
Cd -7 days for slopes greater than 50'in Q a a Check Dam Stone Outlet
Or ' length and with slopes steeper than4:1 1. Obtain Land Dist. permit
• ,a C/7 JQ/ -7 days for perimeter dikes,swales, k Heirloom Builders, Inc.
in li 'Qa (d) Slopes 3:1 to 4:1 14 2. Pre-Construction meeting UTILITIES TOTAL DISTURBANCE = 42,674 sq ft 214 Plainfield Church Rd.
p ditches,perimeter slopes and HQW
• Zones 3. Install Construction Entrance Power Siler City,NC 27344
Cub Creek -l0 days for Falls Lake Watershed 4. Clear Area for Silt Fence ---t --- ,32 tel: [phone]
• -7 days for perimeter dikes,swales, 5. Install Silt Fence,Stone — • — . — • Water 11 O -- 4o'front setback www.heirioombuilders.com
5-50 ditches,perimeter slopes and HQW Zones I
(e) Areas with slopes Outlets,and EC devices 0 1 1
Mr
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Daher than 4:1 14 -10 days for Falls lake Watershed unless Sewer I
there is zero slope ..-� 6. Clear House Site and Materials R r�1..
Oakridge Note:After the permanent cessation of construction activities,any areas with temporary ••Staging Area Propane - \• I • 18"Double wall - , '
ground stabilization shall be converted to permanent ground stabilization as soon as / 1 l culvert•i•e 0111
practicable but in no case loner than 90 calendar days after the last land disturbing 7. Install Ditches,culverts,and I 1
P g Y 8 - contour interval=10 ft 'I' I
• activity.Temporary ground stabilization shall be maintained in a manner to render the rough grade driveway I• I
surface stable against accelerated erosion until permanent ground stabilization is achieved. 1 1 • Construction Entrance ,. _ /�
8. Install matting,check dams, I See Det.3A2.1 W
Construction Entrance . ' ~ -. �. • .': and inlet protection CRESS PHILIP R TRUST- /
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GROUND STABILIZATION SPECIFICATION 9. Install Gravel Driveway BAKER WALTER C TRUS i �'1 \�
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N.T.S• Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the .{ 10. Finish Clearing 1 - �1
• techniques in the table below: • 11. Remove debris ly •
p 1
rTemporary Stabilization Permanent 5tab11hatton s' I zy .
- •Temporarygrassseedcoveredwithstrawor •Permanent grass seed covered with straw or 12. Rough Grade House site `111 I / 0
other mulches and tackiness other mulches and tackifiers 13. Install Concrete Washout 49' �' '
•Hydroseeding •Geotextile fabrics such as permanent soil • j' 1 1
_ •Rolled erosoncontrol products with or reinforcement matting ;14. Stabilize disturbed area with I , /�
without temporary grer d •X; te'
roseedin seed and straw ' ' /
p y grass see • y g nb) Ditch on 1
•Appropriately applied straw or other mulch •Shbs or other permanent plantings covered • . LO Uph ll side of I 1
•Plastic sheeting DONALD B; D ' 1 and evenly distributed ground cover WILLIAMS,PHYLLIS I r•.• See Det.6 A2.1 11 ' /
® ::extile
sUffiaent to restrd nerOslOn - - .' '1
Tur
\� `. •Structural methods such as concrete,asphalt or / , /
rmgwlls I fabric .Rolled erosion control produces with grass seed z di ' I
000
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Site Drainage I /
. ;-` • Arrows / 1 ,: 4'"1 - /
/p//• / 1' 15"double w.
-4� IMMEEMITM
-- / I culvert pipe w h )•
Table 6.10b Seeding mixture / I inlet protecti.n O
Temporary Seeding Species Rate ltbtaon) Pad-Mount Transform-r / see talcs below:Rita•hod) L
Recommendations for Garman m,det ao on Don William's prop. y7 550 r / w
• •'''� OMB - - / I FAIRCLOTH RONALD J, I .--I
Summer WILLIAMS,DONALD B; N !�
In the Piedmont and Mounbms.asmalpslemmetl sudangrass may be WILLIAMS,PHYLLIS I mo, - / FAIRCLOTH HEATHER RICH U C ,—,
substituted at a rale of 501b/aae.
Seeding dabs `_ Z • r % / t, (o
Mountains—May 15-Aug.15 20'setback line �' I / 540 / / • E —I N p
ai-�uaa-.r=azvepe• Piedmont—May 1-Aug.15 , '
Coastal Plain—Apr.15-Aug.15 l MARSHALL DORIS P, //' / /' 1- >` N U Q'
p // / -- Stone Outlet(See Detail 5 AZ-1 ++ o z !�
Soilamendmema MARSHALL C 1 x // ++ p In
Follow recommendations of soil bets or apply 2,000 lb/acre ground .
agricultural limestone and 750lblave 10-10-10 fertilizer. /. a L —•.
• Marsh 408' Limits of•
V co I z
Apply4000 lbacre straw.Anchor straw by tacking with asphalt.netting. iMilirMmmffssssassirssA Disturbance O
Fence araeoi hanchoringto/a Ad k hblades set dystmgmwnbe / / / C 4J d
• used as a mulch anchoring tool /0SlIt
N.T.S. Maintenance ,/ c rn ro
• Referbue d growths not fully adequate Reseed.refe,lize and mulch 54ti /
( JZ
,mmetlialely following Bros on or other damage. • }, .` y - /� —/J _ or .. / ( U
/ / '� I _ 0•
• Min.12-1/2 ga. itlifil-Min 10 a. Proposed Wel ' �° / 510 •t y V
Intermediate wires r _ / //^a s.'' Proposed Gravel Driveway y
g'_0°MAX Line wires o '/`' O
- ':.. .
VTable 6.tOc Seeding mixture 530 O See Del.6 A2.1
Temporary Seeding Species Rate tits/acre) ,� �� I / ice'/ r ,/
Recommendations for Fall Rye(grain) 120 •
/ New Pad-Mount Transformer \'>'
gy // , 5 i -e "lir. Silt fence .-Installed to &Temp Saw Pole tiI .w
Seeding tlates ti�, I2nd wire from top Mountains—Aug.15-Dec.15• Grade Proposed New Home .e _
Coastal Plain and Piedmont—Aug.15-Dec.30 _ /
IIEII tMINII Soil amendments fv • — / A /`-� Soil Stock•ile • /�• •
• Follow sod testa or apply 2,0t6 lb/acre ground agdcuttural limestone ^T ! '520 - / • ://and 1,000 lb/acre 10-10-10 fertilzer. h ' ,.�/� Parking/Sta• Steel Post Woven Wire Fence •
Mumh nT / y ,,_ Material StoraApply4,000its/acre sbaw.Anchorslraw by tacking with asphell,netting, 3" t •I '\ 9'-7° Document Date:
• �' Silt Fence Fabric or a mulch anchoring tool.Adiskwithbadessetneedystraightcanbe _ / ti�-� '
usatl as a mulch anchoring tool. ;. September 20, 2024
\ •Backflll Maintenance / Pro used Septic Leach Field• M Reparandrefertlzedamagedareasmmedatey.TopdreSS ithbc - ticTankt �'� /22, • Document Phase:
Ib/acre o/ n March. It t's necessa to extent 1 se
Grade erbeyonCunel5,overseedwM50lb/acreKobe(Piedmontac / -PtO° d$e ' DESIGN DEVELOPMENT
pCoastal Plain)or Korean(Mountains)Iespedeza in late February or - /N - io
Bury skirt 6" early March.e" down and acrossMCCAFFREY,JOHN KEVIN II TRUSTEE; rev. date remark
�` MCCAFFREY,PATRICIA KATHLEEN TRUSTEE AIRCLOTH NEVIDA PENDERGRAFT, •
I g,g,24 HOUSE and SITE REVISIONS
• �` - Silt Fence See Detail 4 A2.1 ;� 2 9.20.24 Windows/Doors I Site Plan
Silt Fence Stone Outlet
• N.T.S. Gravel Driveway Section Detail •
\, N. stone outlet seeDetall5 A2.1Culvert Sizing Calculations:
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N.T.S.
41'miin. Silt fence \ •
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Limit of Disturbance '� Drainage Area:
�II���� 1� 1 1.92 Acres
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Top of silt fence I I I •"• I N - 0.6 Runoff Coefficient
must be at least 1' :•:I:•: 1 :d:It`II ;: j. +k••::I: !'' Silt Fence , =
• above the top of ; Upper Limit of Disturbance I ,?0 N
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the washed stone �I II �6 l rt.`rI I g�I,. .\ • (1) 1 5" culvert
l '4' '' Natural Swale/Ditch fromF Dirt Cut � (see separate document for variables)
i It3Ill;ttf,(;:I;,t;kt:1j�� 4.Ff Mt::: Grade I with Matting Swale
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Steel fence post Bury wire fence, If-----_ I ABC G10 ft ravel Drivewa e • I CC&FT OLDHAM LLC, }Q
• set max 2 apart filter fabric, y • jr Site G Plan
Wire fence min 18"Into solid and hardware cloth III I I— • I _ _ ..—. -y- -- _. J - - ". _
Hardware cloth ground — — I ,..-
Steel fence post•
I— I-II I— _ —_ -1—`
• Filter of#57 I I I III I I I I I I I I I I I I I I I 0" r
washed stone 3'filter fabric on ground I I I I I I I I I I I I I I I I I I I I I• 29 0' N
• II II�II II II II16,0 :I 1=1 1=1 I=I
II—II—II—I
Bury wire fence and Bury 6"of upper edge of —I I I II II—II—II—II—II—II—II—II—II
(1...9
hardware cloth filter fabric in trench II—II—II-1 I I I I 1 I I I I I I I I I I I I CC&FT OLDHAM LLC,• 1 Site Plan /4 2 ■ 1
I A2.1 1 inch=60 feet
•©Heirloom Builders,Inc. The use of these plans and specifications is restricted to the original site for which they were prepared.Re-use,reproduction or publication by any method
in whole or in part is prohibited,unless authorized by Heirloom Builders,Inc.Ownership of the design,plans and specifications is solely with Heidoom Builders,Inc.