NCC240747_Site Plan or Location Map_20240318

LEGEND&NOMENCLATURE:
O Ex.property corner I •
1
• Set property corner I I
O Calculated point WILBERT T.BURNETTE II
® Water Meter W INONA JEAN B.JAMES AUTRY JR.
I I I I ,
Q Sanitary Sewer Cleanout , ,
ii.
© Power Pedestal PP.B9A,PG.5909 I I
O Telephone Pedestal
© Cable Pedestal I 1
❑H HVAC I / NC GRID(NAD 83/2011)
i i ' _ S 88°17'36"E 547.03'(TOTAL) ; I' I
—x— Fence ��- -- 0����--
B.M. Book of Maps 264.48'
D.B. Deed Book 252.50'
o Pg. Page I 30.05' , /1
3 S.F. Square Feet / / '
o Ac. Acres 1 I / /
a GFE Garage Floor Elevation / 1 I0 30 60
r' \ / FFE Finished Floor Elevation I • .-1
CDSilt fence outlet I _ I i
LOCATION MAP TPF Tree protection fence I o J/ ' !/ 1" -60
1" = -woo' —SF/LD—Silt Fence/Limits of Disturbance oo
- -410- - Ex.contour I , ,I
% I PROJECT
—410— Prop.contour I I 1
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I
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70.0' I N 10 ,i 1
�
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w INITIAL ,i I
,/' I LOT DEVELOPMENT PLAN
oI I I373 J C Corner
o I I I ; Pittsboro, NC 27312
SITE DATA Z SEPTIC I II I
CURRENT OWNER HECTOR & MARTHA GONZALEZ I SYSTEM a i1 L _
o
SITE ADDRESS 373 JC CORNER RD. I REPAIR o
PARCEL ID 0095686I DEED REFERENCE D.B. 2233, PG. 14 i 1 iI 1 I
PLAT REFERENCE P.B. 2022, PG. 153, TRACT 2 I = IOVC. 1 I I II 4 CLIENT
LOT SIZE 7.38 Ac., (321,581 S.F.) I DRIVE co ;M I r g
I I / Ct W Es•
1 TRACT 2 I I I / I W op ABSOLUTE CONSTRUCTION
321,581 S.F. 65.0' �_ I I ; / I Ct Q N & DEVELOPMENT, LLC
o
IMPERVIOUS AREA (S.F.) 7.38 Ac. ill
_ I
I i i i o PITTSBORO, NC, 27312
HOUSE 4596 ' 100.0' / / I I [phone]
I � I'0 '
DRIVE/WALK 3469 GREGORYG.SOLOMON I Il EXISTING o / DATE
PIN:9764-16-2114 333.7' \ GRAVEL "' I JANUARY 23, 2024
TOTAL 8065 P.B.95,PG.216 I DRIVE
\\\I
I I REVISIONS
I APPROVED
I WELL AREA �ih / I
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S 88°13'01"E 224.71'(TOTAL) I / I.
co I SoB�FF q.-� 194.51' A.
30.20' 1 I
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SHEET INDEX: I I I I .I I I
1 I I I I The purpose of this Plot Plan is to depict the
1 I I I I I proposed location of the house and drive on the
C-01 SITE PLAN I I 1 • subject propoerty for building permit purposes
I JOHN C.JR.&TRAVANIA only. No
C-02 EROSION CONTROL PLAN I I I I BURNETTE l boundaries hasthe beenground performedsurvey of by Taylortheproperty Land
PIN:9764-25-7554 • I Consultants, PLLC. This is not a certified survey
I I on
D-03 - D-05 DETAILS P.B.2022,PG.153 /
I I 1 1 / I . and cannot be used for any property conveyance
I I / or sale.
— _ _ I •• o ii ` HOUSE DETAIL \\a�oliillluuaa,,/
N 88°11'27"W 72.77' �N CARoz
1 . 1- cr 1" = 20' °° °
w / I °° Ess7o °.°2'';
I
w o'zc �, SEAL < °
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21 I al 7.00' = e < L 3841 Q
MARGARET BROWNING w I / I< 36.33' 11.17' v°•9'1'Q J ,'-kO°"Q\
P.B.2019,1 PG.53 v - - _ ..-1 I 'I Vo7).>tri 15.17' N �/�� SUR°P�0Z I 18.00' PORCH M SPORCHN cn /'''80,,,,IIIn u"e/'el'f 7Gt (oi'
II
I 8.83' 18.33' cgi 0 11.1 1811.17' -1z TAYLOR
— _ �� 4 PROPOSED
S 86°12'10"W 234.75' I HOUSE LAND CONSULTANTS.PLLC
_ — — — N BRYANT RESIDENCE I- License#P-0829
NOTES: — — • 1600 Olive Chapel Rd.,#140
I 9.66'
•
g Apex,NC 27502 [phone]
1)All easements, right-of-way's,buffers,setbacks and adjoiners,etc.,
referenced from Plat Book 2022,Page 153 unless otherwise noted. I 15.17' _ 13.33' l SHEET TITLE
I I w M
2)Surveyor has made no investigation or independent search for _ -- • \ 1 - w SITE
cc;easements of record,encumbrances,restrictive covenants,ownership HECTOR&MARTHA GONZALEZ I 14.83' 14.83' o
title evidence or any other facts that an accurate and current title PIN:9764-25-4343 \ • \ 1.17' 1.17' 27.00' PLAN
search may disclose. ` \ \ o °°•
P.B.2022,PG. 153 °, o
\ 39.33'
3)Contours shown referenced from Chatham County GIS. -, w _ _, \ \ SHEET NUMBER
••• •
\ C-01
Z:\Projects\AbsoluteConstruction\JC Corner Rd(373)-23457\Dwg\23457_373-JC-CORNER_SP.dwg

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LOCATION MAP I / / Ir / •• 5� /I './ 1" =60
1" = 1000'
I / / % ' % I PROJECT
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CHATHAM COUNTY SAMPLE RESIDENTIAL /I sF1�o I 1
CONSTRUCTION SEQUENCE sv-s) 1 I / / 1 i I
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1. Submit a Land Disturbing Permit Application at least 30 days prior to any land I Z0 \ \ I I 1
disturbing activity occurring. I T ��D\ \ j •
2. Organize pre-construction meeting with Chatham County Watershed o INITIAL S�\�O \ I ---1 I I LOT DEVELOPMENT PLAN
Protection Department to review site plan prior to land disturbing activities. 1 / (.% N • 1 •
Land Disturbing Permit and Approved Plans will be provided at this meeting. I O l0 — _ I 373 J C Corner Rd.
3. Install all temporary erosion control measures according to the information I o /�\� \ N NN I Pittsboro, NC 27312
discussed during the pre construction meeting. Minimal clearing may occur F\�0 SEPTIC- � \ "\
in the immediate area of all measures to provide for installation. I I ' SYSTEM o o
\ \ r
4. Permitted land disturbing activities may begin once measures are installed. I \\0 \ �\ \ I I -I 1
5. Complete self-inspections weekly and within 24 hours or a 0.5" or greater _ I S REPAIR T �r�N \ _ 1 _
rainfall event. I y o \ I
6. Maintain all erosion and sediment control measures in good working order. ( I\ tD LD-7L Lp LD—LD I
Silt fence, inlet protection and other similar measures must be cleaned out \ I N N N \ \'0 I II
when they are half full.Clogged silt fence outlets must be refreshed/replaced. \ I N \ PROP. \�O 1
I 1 --'
Silt fence cannot have holes or tears. \ \ CONC. I 11 j I I, CLIENT/OWNER
7. Ground cover shall be provided as follows: \ I \ DRIVE \ 1 g
a. Stabilize basins with ground cover immediately after installation. (If \ o I I 1 I I vLL',
applicable) \ I \ I ` \ I i I . W w ABSOLUTE CONSTRUCTION
b. Stabilize diversion ditches intended to be in service for (14) days or \ m L__ , - - I - I / I I k. o & DEVELOPMENT, LLC
more with temporary seeding and erosion control matting. (If applicable) \ -e. \ \ I 0 a m PITTSBORO, NC, 27312
c. For all areas of moderate and/or steep slopes, stabilize area with seed 1 �¢80 _ \ . /�� .—s-I_ _ I I V [phone]
and matting if the slope has not been disturbed for a period of(7)days. — 1 / I •
d. Provide ground cover sufficient to restrain erosion on any portion of the \ \ 9 i -� \ i / I w
site upon which further land-disturbing activity is not being undertaken I \ ' I
i I
within(14)calendar days of temporarily or permanently suspending land I \ IFE EXISTING ` I I I DATE
GRAVEL I TEMPORARY 12'x 50' JANUARY 23, 2024
disturbing activity. I \
N \ DRIVE O I : CONST.ENTRANCE
e. Establish permanent ground cover sufficient to restrain erosion \ \,`_
immediately following completion of construction or development and/or I I FI�� I REVISIONS
prior to final inspection. I \ APPROVED gF1�0�
WELL AREA / I w I CONCRETE I -
9. Re-install adequate erosion and sediment control measures and/or increase \ l0 /sF1�0 I u , . WASHOUT -
maintenance frequency where approved measures fail to prevent accelerated / _ \ I�0 erosion,off-site sedimentation,or repetitive non-compliance issues. / / \ \SF/LD—SF/LD—SF/LDI\ \ I1-,Q
�I I ALL BURIED POWER,
10.Measures must be installed at the back of curb to restrict all vehicle access to • I�I PHONE,TELECOM
the construction entrance. All measures must be installed according to the / / \\ \\ \ I I?I I AND OTHER UTILITIES
approved plan unless approved in the field by Chatham County Watershed I / / \ ` \ \ : i I - SHALL BE LOCATED
Protection Department staff(approved Field Revision). -. ✓ I I WITHIN LIMITS OF
11.Modifications to the approved and permitted plans shall be approved, by i I (I •6-•• - ___ \ 1 \ i I . DISTURBANCE
•
Chatham County Watershed Protection Department staff only, prior to / I / F,S' n •1 \ I I
removal or installation. Contact Chatham County Watershed Protection I I \ \ I \ III 1
Department staff to request an inspection and obtain a sign-off on the plans I /
/ / I \ 11 \\ \ I / I 1 1 1
or an approved Field Revision. I I I \ • / I II
12.Once grading and construction activities are complete, temporary measures / I // / I \ \ I /
are removed, and the site is stabilized call Chatham County Watershed i � /' / I • \ , \ •/ I
Protection Division staff to schedule the final inspection. ' I / • ••
13.Once the final inspection is complete the permit will be closed and no I /' ' . . . I 1 I k I /
additional ground disturbing activities can occur. I I / I 1 1 I \ / /
I I
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_ _ _ _ i � J `— I / I •
.
EROSION CONTROL LEGEND E
_ _ _ — — — — I I Q 8 \ \
I I I— .
510 EXISTING CONTOUR ,' I w --1 _ - :\ \ I /.
1
—LD—LD— LIMIITS OF DISTURBANCE I I \` '\` \ I
1 1vv \ I /
SF/LD SILT FENCE/ LIMITS OF DISTURBANCE I / \\ \ \ \ I
O SILT FENCE OUTLET j I I \1 \ \ \
/ I ........\ • I
/
,
: ! TAYLOR
• MI.......... I I LAND CONSULTANTS.PLLC
— — = . .—. .. . I I I• — License#P 0829
- - '�.-- - 1 .. I 1600 Olive Chapel Rd.,#140
�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I Apex,NC 27502 1 ) 1-11
04
I
\ ., . ' 1
• NO SIGNIFICANT SITE GRADING PROPOSED \ \\:
1 ,
I I I I SHEET TITLE
• LIMIITS OF DISTURBANCE = ±49,850 S.F.
- - - \ 1 •I I j EROSION
\ CONTROL PLAN
SHEET NUMBER
C m 02
Z:\Projects\AbsoluteConstruction\JC Corner Rd(373)-23457\Dwg\23457_373-JC-CORNER_SP.dwg

PROJECT
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 I�EI I,YN
p g p 2. Provide drip pans under any stored equipment. , E, - E, 1-'4, MUM
-
activity being considered compliant with the Ground Stabilization and Materials Handling ,����'"-""""' "' "'�'�'�'"1NIL3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the °`�`""" �' e ' """°` '`
s shallcomply0Construction
Erosion and Sediment ent Control
andl a respectively). I o M. .. <;, stirs MR) io1' �oi�
( p y)• dproject. o '^' °'�' �oII�IP0! '$ _ CHATHAM COUNTY
permittee p pp Y I _ e - o - Poi_.�,.�� 1
L
4. Collect all spent fluids,store in separate containers and properly dispose as �`' jli,�,i,�.0 -.fl Ci'CTWN a-BW STANDARD EROSION
delegated authority having jurisdiction.All details and specifications shown on this sheet -A f
may p g delegatedauthority jurisdiction.
hazardous waste(recycle when possible).
B
not apply depending on site conditions and the having •,,,
5. Remove leaking vehicles and construction equipment from service until the problem " �g�"'�'A-° °`S`""`� ""°`"�' �'°°°�" CONTROL DETAILS
�SIOR I =AEON NE O=IN FMB r..•vv-c �IOI i�1V Mannr1NUU N.TE 010EIE V°9Wf
SECTION E:GROUND STABILIZATION has been corrected. I I EMOE,EIEVAVIENDUITIEPN1DIX 0ESOEL V°'°"T STRIIITIOM I I NODESE,,,ow-maul"WEANED
OF TIE ITRUCIUNCI
6. Bring used fuels, lubricants,coolants, hydraulic fluids and other petroleum products TIE °'OM `� CAPACITY TO PPM=/MOWN
Required Ground Stabilization Timeframes ,, ,,,,EOWSTRUCTUIE,�„� earl IE NOES OF MEEKER.
to a recycling or disposal center that handles these materials. CLEMIVACO VEX MINE WOG aVlx =,,ETE V,Eo„iX„EE
Stabilize within this """
Site Area Description many calendar Timeframe variations BELOW GRA1VXASHOUT STRUCTURE ABOVE GRAD MUT STRUCTURE
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS CLIENT
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. ABSOLUTE CONSTRUCTION
None
(HOW)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 & DEVELOPMENT, LLC
If slopes are 10'or less in length and 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 PITTSBORO, NC, 27312
(c) Slopes steeper than p g 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 7 not steeper than 2:1, 14 days are (919)-929-1057
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 DATE
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. JANUARY 23, 2024
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout maynot be pumped into or REVISIONS
Zones 9. On business days,clean up and dispose of waste in designated waste containers.
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
-7 days for perimeter dikes,swales, 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
Areas with slopes ditches, perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
(e) 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. -
• 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. erosion on disturbed soils 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. Tr , ,'� ,,
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover ( �. , t.rr , NORTH CAROLI NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures. - ! ' Environmental Quality -
jTAYLOR
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 LAND CONSULTANTS.PLLC
License#P-0829
1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
SHEET TITLE
EROSION
DETAILS
SHEET NUMBER
D-03
Z:\Projects\AbsoluteConstruction\JC Corner Rd(373)-23457\Dwg\23457_373-JC-CORNER_SP.dwg

Varieties
or spades or Mdture A'aputlon aneeantt
NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Water Quality Adaptation shade Ha., cam Drought Wear
Faaia°I Height.igx9 Cool Season Grasses: to wt000 re on.) t1pauanry
KaoSt kyblugraseSand' Mountain Rama. ea ' ha, go. 00e ' xsa 2 men. 'ADDITIONAL SODDING
T nre.ma mans Ativemure,Braokaton, MounMina ,,,,,,"o, re.0 qov° goc° gaotl gao0 gvv° 2.� I NgM1 INSTRUCTIONS CAN BE FOUND
Falcon,Final. , and Piedmont IN SECTION 6.12"SODDING"OF
NEW STABILIZATION TIMEFRAMES cWway,Hnn sag, all .=e. goo' goo'g THE NCDEQ DEMLR EROSION
Effective Aug.3,2011 Jaguar,Olympic,Rebel Hrerm Bmwwegreee Ireo P sore. urel. sa ,
( 9 ) Tallfesoo,e.nsa,o MaanWma c.arpm.g,.ee r.b , goon gs , AND SEDIMENT CONTROL
binegreaa and Piedmont m a.aaaglae. wo' g toot goon Poor 2s 2a m.a PLANNING AND DESIGN MANUAL.
Warm Season Grasses: 2M'siagresa kn 9 rest exa,l. gaga 1.a 1 NAx
Hybritl Bermutlapraas vamont,Close,Tdway amontantl uda rem rmm eerowa,awl".NSOOS B.Ilem rw.AGea.
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS Ilsrdgrean Coastal MAINTENANCE NOTES.Plain ' 1)AFTER FIRST WEEK,WATER AS NECESSARY To
Soil preparation-Test soil to determine the exact requirements for lime slid
Zoyaiagrase Emerald,Meyer Piedmont and MAINTAIN ADEQUATE MOISTURE IN THE ROOT
fertilizer Soil test svmybecovduuctedby the State soil testes@ labors repmeble
O commercial
Coasal Plain t
emial laboratory.Information on Gee soil testing is available from AND PREVENT DORMANCY OF SOD.WATER
om the MORE DURING SUMMER MONTHS.
Centipedegrass No improved vatienes Pktlmontantl Apono,WC Diaisi.0 of We NmW Carolina Depmrmmt of Ap,,icWwe or the 2)DO NOT REMOVE MORE THAN I/3 OF SHOOT IN
Perimeter dikes,swales,ditches,slopes 7 days None Coastal Plain wpicWtwel ERtmsiOn goatee.Where soddi,rp must be planed w'iWOm s.R ANY MOWING.MAINTAIN GRASS HEIGHT BETWEEN
Bt.Augus4negress RalegM1 PietlmoM entl st,Cue fonowwp sou ameotlmevt,may be su,�cimr 2-3 INCHES UNLESS OTHERWISE SPECIFIED.
Coastal Plain •Pulverized egrieultural limestone at a rate of tons/acre(1001b/1.000 3)AFTER FIRST GROWING SEASON,ESTABLISHED
'A large number m verietiea exist�onsutt suppliers mtl your local R') SOD REQUIRES FERTILIZATION;MAY ALSO REQUIRE
^'S Agrimtturel Extension oMra for rammrrmntletbns. •Fertilizer at a rate of 1.000 INacre(25 lb/1.000 R')of 10-10-10 in fall en LIME.FOLLOW SOIL TEST RECOMMENDATIONS.
High Quality Water(HQW)Zones 7 days None 101ewswum _
Egwaalmtvumems mayb ppRed iW Older fertWznf raatiovs these -r -7
_ arenanm,ox tmeodmmlhs ofoRd spread disking.h We mmmdincorpo d- ,he y �j er time ones
t0p 4'caches of sore by dooeh iuS ee other effective R ._J
topsoil is applied follow pees gives in Practice 00a.Tp I-g 7 - PROJECT
Prior m layive sod.Wen We sou sent ce of Rasa debris.root,.brmches. I =-`--.. oo P a'
,roe
en.- order.0,012Bl t,m ..�. +--• _- m u eemmcn =oa den
10' u"P...�mmeew rem.^voaa.mir•,una -� olds to avoid st des,water.RakesoNGartow,We site w achieve smooth
rm lea
NIf slopes are or less in length and are
Slopes steeper than 3:1 7 days t J-
not steeper than 2:1,14 days are allowed. n, mno.."w^aw " Kw amleael ma Case. o.a.d aa'm�a.sl ae.eaoaa'eym.earom
a'.,osaormaolaeaem,w�mr i..-m. --._.-_- - doe alagm m ea terry.
MIL all -rroo,
_..._._ _ai Complete soil preparation by rolling or cultipackin0 to AM the soil.Aaroid
m,0 heady equipment ov We azea,pa tic,de It xhm We sod is wn,as this
_ may cauu excessive compaction and wake it difficWt for ILe sod to take j
wew oat 10
I I
iry
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. � III I
�; �.Raua. ..
m, �11 .�� � m ,s,z3.r CHATHAM COUNTY
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones. CHATHAM COUNTY
��� SODDING INSTRUCTIONS ,1rT2019-0o;l,r.a STANDARD EROSION
n.,t^.,.,er,n.Rr...aeaer,.eM
SI IECI'I of I
CONTROL DETAILS
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING CLIENT
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 ABSOLUTE CONSTRUCTION
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: & DEVELOPMENT, LLC
personnel to be injeopardy,the ins action maybe delayed until the next business dayon The approved E&SC plan as well as any approved deviation shall be kept on the site. The
p Y (a) Visible sediment deposition in a stream or wetland. PITTSBORO, NC, 27312
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
greater than 1.0 inch occurs outside of normal business hours,the self inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner (919)-929-1057
performed upon the commencement of the next business day. Any time when inspections
described: (b) Oil spills if:
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, DATE
• They are less than 25 gallons but cannot be cleaned up within 24 hours, JANUARY 23, 2024
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: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume). REVISIONS
business hours)
(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
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available, record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S. 143-215.85.
needed). Days on which no rainfall occurred shall be recorded as installation.
"zero." The permittee may use another rain-monitoring device
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
(2) E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
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,
hours of a rain 4. Indication of whether the measures were operating construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
events 1.0 inch in properly, (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, 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
dischargeground cover specifications,
7 calendar days 2. Date and time of the inspection,outfa (SDOs) and within 4 3. Name of the person performing the 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 oilrequirements g
event>1.0 inch in sheen,floating or suspended solids or discoloration, have enpe for all E&SC Measures other requirements listed below. Occurrences outside normal business hours may also be
24 hours 5. Indication of visible sediment leaving the site, been performed.
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
and within 24 1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain the site limits, corrective action. Occurrence Reporting Timeframes(After Discovery)and Other Requirements
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification.
24 hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days,a report that contains a description of the
releases. 2.Additional Documentation
stream or wetland sediment and actions taken to address the cause of the deposition.
(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 Division staff maywaive the requirement for a written report on a
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction site q p
or offsite and within 24 activity,then a record of the following shall be made: case-by-case basis.
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • If the stream is named on the NC 303(d)list as impaired for sediment-
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional
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. determine that additional requirements are needed to assure compliance
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC conditions.
stabilization of grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 14 hours,an oral or electronic notification. The notification
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
ground cover). the required observations on the Inspection Record Form provided by the Division or hazardous location of the spill or release.
2. Documentation that the required ground stabilization substances per Item
measures have been provided within the required a similar inspection form that includes all the required elements. Use of
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(b)-(c)above
soon as possible. (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
shown to provide equal access and utility as the hard copy records. bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement.
(c) All data used to complete the Notice of Intent and older inspection records shall be (d)Unanticipated • Within 24 hours,an oral or electronic notification.
maintained for a period of three years after project completion and made available bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • Within 24 hours,an oral or electronic notification. -
with the titiot • Within 7 calendar days,a report to at contains a description of the TAYLO R
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 1.-IZ health or the been corrected,the anticipated time noncompliance is expected to W
LAND CONSULTANTS.PLLC
environment[40 continue;and steps taken or planned to reduce,eliminate,and - License#P-0829
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). 1600 Olive Chapel Rd.,#140
• Division staff may waive the requirement for a written report on a Apex,NC 27502 [phone]
I case-by-case basis.
SHEET TITLE
f EROSION
NORTH CAROLINA
; Environmental Quality
DETAILS
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
l SHEET NUMBER
D-04
Z:\Projects\AbsoluteConstruction\JC Corner Rd(373)-23457\Dwg\23457_373-JC-CORNER_SP.dwg

PROJECT
_ 8'-0"MAXIMUM _ EVINSPECT DIVERSION DITcx WEEKLYNDAFTERswNIFICANT RAIN TOP RIM
FILTER OF 1 INCH DIAMETER REPAIR VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST ;57 WASHED STONE DESIGNED
REMOVESoeo,M ,..M.RESTABa¢eHITCHASSNTEEDEDTO EROSION.
NTxe OF DITCH C H AT HAM COUNTY
°1B 2,CCHECK OASSS,WATTLES OR OTHER APPROVED MEASURE MUST SF
2'-0'MIN. -
NDTE: STALLED WI IN DITCH l Species Rate(lb/acre)Dates
d '.°' SILT FENCE FABRIC TO OVERLAP STANDARD EROSION
�f.40 ♦ SILT FENCE FABRIC �dBB��,� HARDWARE CLOTH BY 12 INCHES ° °2°° STEEP CUT OR FILL SLOPE 18"
MINIMUM 10 GAUGE arR. INSTALLED TO SECOND 1y;48 "=�8Y°° ' ' _ Rye(gram' 120 January 1-May 1
LINE WIRES p'S • CURE FROM TOP �� MINIMUM 12Jf2 GAUGE
��/ IN ERMEDIA E CURES 3AXIMUE
i gtil+.•:I. o}iiiiiiii �tl STEEL FENCE POST---...,,, y 3:1 SLOPE
Annual lespedeza(Kobe) 50
MAINTENANCE NOTES: M�i� J• %ti4- P I' HARDWARE CLOTH --11
.� 44 y ����; N1RE FENCE SILT FENCE FABRIC STEEL FENCE POST J ,, Gelman millet 40 May 1-August 15 CONTROL DETAILS
I.REMOVE SEDIMENT WHEN HALF HEIGHT J �Y,O ON MIRE FENCE
GRADE ON MIRE FENCE
OF SILT FENCE. II-.1-._I III t I[O I_IOII 17 17'_IW'1, _O_O hirl _ HARDWARE CLOTH NOTE:
2.REPAIR OR REPLACE FENCE - _..I _. "T "`I-1-1 l ' �. CROSS SECTION A-A n
Ip PLAN VIEW HOSE STABILIZE DIVERSION DITCH TEMPORARY Rye(grain) 120 August 15-DeCembeI 31
IMMEDIATELY WHEN TEARS,HOLES, 1T -, FILTER OF 1 INCH DIAMETER USE SILT FENCE OUTLETS ONLY WHEN SEEDING AND EROSION CONTROL MATTING.
SAGGING,COLLAPSE,OR OTHER ][ N 57 WASHED STONE 1} DRAINAGE AREA DOES NOT EXCEED 1/4
DEFICIENCES FOUND. IIII LI ACRE AND THERE IS A LOW AREA. USE
3.THE DESIGN LIFE OF A SYNTHETIC SILT I FRONT VIEW DI ROW DIRECTION- _ _ Xii,P� 18 AS A REPAIR OF SILT FENCE FAILURES.
FENCE IS APPROXIMATELY 6 MONTHS. = n ' O Soil Amendments
DETERIORATED SILT FENCE MUST BE - I S .X^.. STEEL FENCE POST SET UPSLOPE TOE
REPLACED. - _ T'- I'lIal it ,-.2GRADE I. POSITIVE GRADE 1.0R MAXIMUM Follow recommendations of soil tests or apply 2,0001b/acre ground agricultural
STEEL POST -IN "' HARDWARE CLOTH MAXIMUM 2 FEET APAR WIRE FENCE PP y g°
IIJ1 e° limestone and 750 lb/acre 10-10-10 fertilizer.
GENERAL DRAIN NOTES: q l
WOVEN WIRE FABRIC
I.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/d
CACRE PER ONCENTRATED
LINEAR FT.SUCH
FENCE AND NEVER IN HES,OR AT SILT FENCE FABRIC SIDE VIEW II '_ Mulch
.,.q.w..o. �6;Ci:8i t:Y.r<Gei:::::':'•::::�:"o":,::tt.. :�:<::'£$:�::TS... / //'/
pRp '"""' "' # < "�r TOPRIM Apply 000 lb acre straw.Anchor straw b tacking with asphalt,netting or a mulch
2.NVERINSTEDFLOW SUCH I STREAMS,DITCHES,AP WATERWAYS. U I QS T. epb t>::i S:k: :i?:•.t::•.i�:t:,;2i::5 .•t SIDE SLOPES
2.NEVECEIVE TO
SO FROM
NIATE AGSNCIES. AL HAS SILT FENCE ��' P'.:-'?)2' iPPY • / Y g P nul
,...III:3.R:.<....,.R.,. ovr�<:`:.:?::e?.:. ,. ,. TOP RIM OF DITCH
BEEN RECEIVED DO SO FR MAPPR APPROPRIATE AGENCIES.. OF
MAINTENANCE NOTES: FABRIC 00:;:;::0;..'e;.,:\L;;;.?v?:??;:$y?:;:;j;`•:;;:;;.;:; � 3:1(MPXIMUM) 2'-0"MINIMUM anchoring tool.Adi twith blade set straight be used amulchanchoring
C O O O G C S S SS B S
RLM gY g
REAP� 4iY::iv'?• "ii:.?:r•:: �
I.REMOVE SEDIMENT WHEN 000.?:x...:.:.:.:.:xii ii ii:;4;;i: ;::?iTi.:1.±�'•.:: � \J.OVERLAP I2 INCHES WHEN SPLICING FABRIC. TAPI R :. k esc•iiii:: ?: :: :":: iiggilia�#? tool.
I.CURL EACH END OF FENCE UPHILL INA"1"PATTERN TO PREVENT END pt HALF HEIGHT OF STONE. R; OOJiiiiigi: ;::NCH . IIIIIIIII� \
::Y:T%:::., IIIIIIIII0
0
M
n ..
tv Iron. ...:�:::;:.
FL ��'J'` REFRESH STONE THAT E ...?OOQi�N; .<,"O'•
OW. l
Y
..;.. GRADE •iI'Iltle, ?•::?:::^::: :}:R:;:N^:x;:;;a.;x;:'c xS::1}............
5.ANCHORING OF TOE OF FENCE SHOULD W REINFORCED WITH 12 4A BECOMES CLOGGED WITH 'a��\����������� Maintenance
INRALLEL NC DOT OF FEN]WASH STONE WHEN FLOW WILL RUN --�� 2.REPAIR OR
I :'O a� STEEP CUT OR FILL SLOPE CLIENT
PARALLEL TO TOE OF FENCE 2.REPAIR REPLACE FENCE t],s,� :OAOn'•e >:......v. iii _II III 14 -I Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately
COMPACTED FILL •• _-- N m 6, N. N. B. N. N. N. N "s B6 N.
6.FOR REPAIR OF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL AND HARDWARE CLOTH II =- -
7.HA Id. 6"MINIMUM COVER OVER SKIRT IMMEDIATELY WHEN U I�Lj llj j 11=11�11 -- +ap ®, �, q .A p, ® ® "q• g A `A ® following erosion or other damage.
I t1iF1 I I - II IT
].HAY BALES ARE NOTA SUBSTITUTE FOR SILT FENCE. DEFICIENCES FOUND. j L�jT • II I = 0 N. '® B. � N. ® B. B. ® B. N.•j II L-I II II I _
ANCHOR SKIRT AS DIRECTED BY ENGINEER y II�,.R-PIS' D NOTE: U V.=GL y ABSOLUTE CONSTRUCTION
� � BURY WIRE FENCE,HARDWARE CLOTH, �D. PLAN VIEW D.D
JhL� SIDE VIEW N i o FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO / \ O� / \
HE TRENCH
CFIATHAM COUNTY CHA'1'11AM Cowry CNORT CAROINA Ca/muM Cowry
... ."o.,x` __ O"r"E.."L,". _ O"r"E.."L,". & DEVELOPMENT, LLC
�_ STANDARD SILT FENCE D 2010-uu �� STANDARD SILT FENCE OUTLET DaT2018-014 �� STANDARD TEMPORARY DIVERSION DITCH D 20ISRW R �� TEMPORARY SEEDING/MULCHING SPECIFICATIONS DETAILN 0
SHEET of SHEET of SHEET of SHEET we
..,�,EM. „O,� ENT " "�' ' • 'rE"`°p`EG"°°"V ' "DE' PITTSBORO, NC, 27312
(919)-929-1057
Aly
0.1 PLASTIC LINING 00 NDTTIOSCALE "� ,, DATE
ALL DISTURBED AREAS JANUARY 23, 2024
NnES; _- March 1-August 31 September 10-February 28
1.TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL PL- MEIN p*^1 SOtf Tall Fescue VAR 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 OUTLET. ` 551 us " ,",,,„,„„ ?'llllll,i s.,,.. to# Centipede t0# Centipede REVISIONS
PLACEMENT FOR PROPER SOIL CONTACT. ANCHOR UPSLOPE OF THE BERM. 2.SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL IV MINIMI
-�F 1 " 25# Bermudagrass(hulled) 35# Bermudagrass(unhulled)
3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL EI O 0
STAPLING PATTERN AS er
MIN.REAP 40r.4"111%Aftitemi ANCHOR IN 6"X 6"MIN.TRENCH �j J swoaw '°c°x`"o' 400## Limestone 40W# Li Fertilizer 500# mestone
PER MANUFACTURERS '*'H- AND STAPLE AT 12"INTERVALS. Mua � ® .^^" • •
RECOMMENDTAIONS T�rz WASTE AND BORROW AREAS
MIME MIN.6"OVERLAP. 6s 01 i M9 3-I l- �'^ March 1-August 31 September 10-February 28
_.....1/416024extai .. �` 2'MINIMUM 1a xDrro E �•.a«LLE ETA'L TOW Tall Fescue -5# Tall Fescue • •
'♦ STAPLE OVERLAPS MAX.5"SPACING. 1k WASTE MATERIAL:COMPACT,SEED& 1 0d �� TYPE ABOVEr,EADE O0EE EAw BALES 256 Bermudagrass(hulled) 25# Bermudagrass(unbarred)
•
UT, MULCH AFTER CONSTRUCTION OF DITCH rW.& BERM 5W# Fertilizer 500# Fertilizer •
I1!•11P © 0 0 0
\�%1T-<< 4Oro# Limestone 40Oo# Limestone • •
BRING MATERIAL DOWN TO A LEVEL 11RRN'OD �7•"••.�rU"�
36"MIN. IO,m PusrcLxxG TYPE'BELOW GRADE"
DO NOT STRETCH BLANKETS/MATTING AREA,TURN THE END UNDER 4"AND \Q\fib ,S'�pGr Note:50#of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
TIGHT-ALLOW THE ROLLS TO CONFORM TO ANY STAPLE AT 12"INTERVALS. r�b "°"°°....
IRREGULARITIES. ` trNlool(tel„-.T_. - - CLBANOUT NOTE. NOTES On cut and fill slopes 2:1 or steeper Centipede shag be applied at the rate of 51b/acre and add 20#of
LIME,FERTILIZE,AND SEED BEFORE INSTALLATION. ••_I- -1j1-llT ••�'••I- _ -i=il••I••I�11-111-III=1 IE-11 EjL-111-11-1 1-l-ll�ll, ll-I 11 EI 1 L=L=1I L=1 I'- STORM RAIN FROM
1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. rj z from 1-December 1
FOR SLOPES LESS THAN 3H:1 V,ROLLS MAY BE '*T " '�111-4n-1111 1 11=1I-TB= - 11=11 FT=111=111="'-I Ia 11=11= == 1_,I�,__L=1' 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED ....,E Se cea Lespede a January Dece be 3.
PLANTING OF SHRUBS,TREES,ETC.SHOULD OCCUR
PLACED IN HORIZONTAL STRIPS. ,L-F NowTeavnnveUN WITHIN 30'OF THE TEMPORARY CONCRETE WASHOUT.
AFTER INSTALLATION. 4 VVACMELT0RSDOL rr 3.MATERIALS USED TO CONSTRUCT TEMPORARY Fertilize[shall be 10-20-20 analysis.A different analysis of fertilizer may be used provided the 1-2-2
CROSS SECTIONAL VIEW III ALL DAMAGE TIP^"TM CONCRETE WASHOUT SHALL BE REMOVED FROM THE „A",E ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a
MAINTENANCE NOTES: SITE AND DISPOSED OF OR RECYCLED. "'"
1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.REPAIR IMMEDIATELY. REPAIRED H000IATELr. 4.HOLES,DEPRESSIONS OR OTHER GROUND 10-20-20 analysis and as directed.
X 2)GOOD CONTACT WITH GROUND MUST BE MAINTAINED,AND EROSION MUST NOT OCCUR BENEATH VE n DISTURBANCE CAUSED BY THE REMOVAL OF THE _ MAINTENANCE WOVEN
'/.LD\ MATTING.REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. D/.nM` n TEMPORARY CONCRETE WASHOUT SHALL BE n I)INSPECT PERMANENT STABILIZATION WEEKLY ANO AFTER SIGNIFICANT RAIN EVENTS.
\ 3)MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED. ) \ J�"‘C. BACKFILLED,REPAIRS AND STABILIZED TO PREVENT woodGROUKs �1N� Fa FERTILIZE IP caos,H IS NOT FULLY ADEQN. UATE RESEED,RESEED, FER..12E AND MULCHNUIEDUTEI.v FOLLOWING EROSION OR OTHER DAMAGE,REPAIRING
CHATHAM COUNTY CHAIHAM COUNTY CHATNAM COUNTY EROSION. CHATHAM COUNTY 3)SECTION 6.11 DED 5'PEERAMANENT SEEDING,OIOR TO F NCDEQ DEMUR ENITOR ROSION 90, MANUALMAY IZATION ACHIEVED
REFERENCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS.
�'_ STANDARD MATTING INSTALLATION(SLOPES) DETAIL 2010M0A NUMBER �_ STANDARD DIVERSION BERM DETAIL 2018-004 art y STANDARD CONCRETE/PAINT WASHOUT IMAM
PERMANENT SEEDING/MULCHING SPECIFICATIONS Eras
t ER
..,®.®.''..,.m.®....m.. SHEET t of R'•,m® "� SHEET 10EI ®®per"NYNN...• SHEET l of l o,666666.666666666 SHEET l of l
MAINTENANCE NOTES: MAINTENANCE NOTES:
1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS REPAIR IMMEDIATELY. I.REMOVE SEDIMENT WHEN HALF ISOMETRIC
70'0"MNMUM 2)G(KJD CONTACT WITH GROUND MUST BE MAINTAINED, -- i HEIGHT OF STONE AND CLEAR DEBRIS : ♦ VIEW
BUT SUFFICIENT TO KEEP AND EROSION MUST NOT OCCUR BENEATH MATTING.REPAIR W :%'%•'•:_ TOP ATION OF ST WATER 0.5'-I' THAT COULD CLOG CHANNEL. q yNM M 0 STAKES"1415:I' y _ "----'- '- -------'---- 2.ADD OR REFRESH STONE AS NEEDED usr a F2 ". USE NMUu OF 45TnxE5 T4'+
SEDIMENT ON SITE MAINTENANCE NOTES: AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. 4•441 .6- _ M 1 ON uFSLOPE sOE OF
I.CONSTRUCTION ENTRANCE SHALL BE 5)MONITOR AND REPAIR AS NECESSARY UNTIL ==S%. 54 14Sti..t. /sT WASHED STONE TO MAINTAIN DESIGN HEIGHT AND
� ON CONNSLWE 90E _ Bg4,A
y GROUNDCOVER LS ESTABLISHED, y:• f"•y+°e ms%% WO: STAPLE/STAI�AT 12"INTERVALC CIA%VARIES CROSS SECTION. btIr� 6`'p�S�
MAINTAINED ROUTINELY TO AVOID - JyN. a•:2E_ STAPLWG/STAKING PATTERN AS EX1snNc SLOPE - 3.CORRECT DEFICIENCES IF EROSION FLOW- •6� �My,E. •P.4.y t f WAS ' Po
SEDIMENT LEAVING PROJECT. �.'. • d ,..N4.: _ PER - { r3 OvmSLOPE- `' 'NI
yNK`..�• OCCURS AROUND EDGES OF DAM. e"3"P'W
O MATING
I4••y4 SPECIPfCATIONS RIP-RA
Q°f'
2.SEDIMENf ENTERING PAVED ROADWAYS ?�4::: II R "\D IF SIGNIFICANT EROSION OCCURS B
1. - SW. FROM PROJECT SHALL BE REMOVED ./.. BETWEEN DAMS,ADD ADDITIONAL
.'`i• IMMEDIATELY. /."iS DAMS AND ENSURE CHANNEL IS
25-Fi OR W1Dn1 OF
=M- W 40:: -- L E.
WHEN USED IN CONJUNCTION
i'�ti'! /' PROPERLY STABILIZED WITH [R
EXISTING PROPOSED STREET, .W:V•:• •%%r.N//
SIDE VFW
//i"• CHECK OR n
ROADWAY CHEVER IS r STABILIZATION LINER 111111111111
s
• 1 s ROES:
GREATER. WATTLES,INSTALL MATTING SLOPE 1 f 1
1 USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
��%/� FIPST
EXISTING c6ouxo
7 •�i���••00:4W.: �"•,, %/ /N USE 24 INCH LONG WOODEN STAKES MATH A 2-"2'NOMINAL CROSS
1 � ..- -.• -- � ''...... '// � r•�• Eq SLOP _ i,,i
I _ -• 's - .. •4. :�. .**2,mff_.�.nll:001 4:1..�;..:::: n- 5 II n" )SECTION.
_ ....................
•.'O; • .ii%:i�ii'/ n 5 I non= PLAN VIEW
0�4� ���i' Ii••_,L:.:.• /.iij0%I10/ L.. ,FE,„nuzE,.IND SF5D --11=_ 111E II- 4)INSTALL WATRE(5)TO A XEIDIT ON POPE 50 FLOW RILL NOT
ARIES
MATTING SHOULD BF USED IN AI.I. •O♦�:•: . ���/� BEFORE INSTALLATION. I11, 1�11- DESIGN OF SPILLWAYS 5)INSTALL AOM MINIMUM OF TWO SLOPE STA WATTLE AND SCOUR KESORNDSFWRCIED.
PLAN VIEW DITCHES AND ANYWHERE �j�����..�.....�iii�j/ MIN.2 STAKES ON UPSLOPE MINIMUM 4 STAKES OW DOMNSLOPE DOMNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
CONCENTRATED RUNOFF IS CONVEYED. _ DRAINAGE A WE]RGTH AT BOTTOM.
IN ERANNELS,ROIJ.OUT STRIPS OF NETTING PARALLEL TO THE ,f RETIED MP RAP 1 4O CETI
GROUND 6I PROVIOE STAPLES MADE OF 0.125 INCH DIAMETER STEEL CURE
RES „ / EO - - - FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
••.� DIRECTION OF PLOW AND OVER THE PROTECTIVE MULCH. 3 80 -1--.. =III
•. .. _ =i��. ])INSTALL STAPLES APPROXIMATELY EVERT 1 UNEAR FOOT ON BOTH
_II - SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
CONSTFUCTICN • VP = ,7.71,. 07 WASHED STONE DIMENSIONS SHOWN ARE M TT= - B)AFTER INSTALLATION OF STAPLES,CHINK ANY GAPS BETWEEN
A4 ��� mNV-DITCH SECTIONWATTLE AND GROUND PATH MATTING.
Ewsn o o MINIMUM
OI �_ /%•' ♦_ -- _ FRONT VIEW VIEW _ MOLE soAKEs
Y III =���� ��O
��1 = ANCHOR NETTING ♦ ��♦ SUCH THAT POINT sT�G OF WATTLE
== r" / 'i+/ '/ -. ;� '' j I III Al2INCH TRENCH , _- STABI A AND B ARE OF EQUAL ELEVATIONS MIN.2 STAKES W UPSLOPE g�E W W RICE
oN
-: 2�r. 4 ,... -...I �IF�I: =I I�.I h„A / ♦'''. °"_° Krs ..........................
..: WATTLE ONTO
71' 8?R=1f==`n�`nfll'Ir'lrlr-Bkn'all- Tverlab GROUND :MAX
T ND
I� - FILLER FABRIC UNDER STONE _ - MATTING TO
WOLTONON AUP TOASLOPEOF
ND OVER FDITCH.REST Overlap ,JOIN OOVEIUAPPINGHORING T I,l_IIII IIII IIII�IIII pIIII�IIII�IIII- " °°8„ �1� rT , APLES I ku B I Ai G Ill I I t tll N mNG
6 MN. SIDESLOPFS,AND ANCHORED IN A TRENCH AS SHOWN ABOVE. _IIII=IIII°oa " ' ` STAPLES
/_ \_W A
Y =IIII_IIII_IIII_IIII Y "1 Ilnll-F' MATTING
CROSS SECTION w PROFILE VIEW STAPI F INSTAL I MENT STAKE INSTALLMENT
TRAPEZOIDAL DITCH SECTIONS CROSS SECTION
y"c 9� J HA SECTION VIEW
CHATHAM COUNTY CHATNAM COUNTY CHATHAM COUNTY CHATHAM COUN[Y MAINTENANCE Nara:Res.,rv.uOMIr.NT AWN HAI.In HEIGHT Or WATTLE.REPAIR AND REST°.TO SPY.CIPIun°NS ABM.2.12OIATELT.
AIL NUMBER
�1 STANDARD CONSTRUCTION ENTRANCE D 2010-003 STANDARD MATTING INSTALLATION DETAIL
aRBR � STANDARD ROCK CHECK DAM ERA STANDARD WATTLE DETAIL
�n-0R NUMBER
SHEET 1 of1 SHEET oft SHEET oft SHEET oft
Allbk
CTAYLO R
LAND CONSULTANTS,PLLC
License#P-0829
1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
SHEET TITLE
EROSION
DETAILS
SHEET NUMBER
D-05
Z:\Projects\AbsoluteConstruction\JC Corner Rd(373)-23457\Dwg\23457_373-JC-CORNER_SP.dwg