NCC242191_Site Plan or Location Map_20240719

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0 Ex.property corner
CD
• Set property corner
o 0 Calculated point
° © Water Meter ; ;
ar.
)001111111
Q Sanitary Sewer Cleanout
© Power Pedestal
\ .' © Telephone Pedestal
Cable Pedestal NC GRID(NAD 83/2011)
i 1
H❑ HVAC
—x B.M. Fence
� . Book of Maps
0 D.B. Deed Book
Pg. Page
S.F. Square Feet 0 50 100
r Ac. Acres
/ GFE Garage Floor Elevation �_— 1!
�// FFE Finished Floor Elevation
LOCATION MAP
1" =100
1" =2000'
PROJECT
\JACK C.&JUDY W.STRUM \
O PIN:9704-32-1572 \ SMITH HOMESTEAD LLC
LINE TABLE ASHLEY WOODS LN. D.B.99,PG.269 PIN:9704-32-9630
LINE BEARING DISTANCE d- \ D.B.1815,PG.67
L1 N 89°58'11"E 30.95' 0 60'WIDE PERPETUAL, NON-EXCLUSIVE, \
NON-RESTRICTIVE PRIVATE EASEMENT \ SINGLE-FAMILY LOT
\ \,, \ „., DEVELOPMENT PLAN
\• \ Q` \ NC GRID COORDS: \
\ \ �`I N:742,283.42
\ 387 ASHLEY WOODS LN.
E:1,902,985.96 \
\,a EX.Z"IRON REBAR \ � ' SILER CITY, NC 27344
\ \I \ L1 (CABLE BOX 1.8'WEST) N 89°58'11"E --
A....
EX i"IRON PIPE 1 r 573.88'
(CAP&TACK) \ , •\
N 16°36'09"W '
`100.00'
,\ \ \ CLIENT
I •
• \ ABSOLUTE CONSTRUCTION
SITE DATA EX.GRAVEL DRIVE • \ \ 120 %` & DEVELOPMENT, LLC
�\ PITTSBORO, NC, 27312
CURRENT OWNER SANDRA OSTROWSKI \ \ PROPOSED 12' \ (919)-929-1057
SITE ADDRESS 387 ASHLEY WOODS LN \\ \,GRAVEL
DRIVEWAY .0. LOT 6
612,470 S.F.
14.06 Ac.
PIN 9704-31-4823 \ " DATE
Cq \ `
MAY 28, 2024
DEED REFERENCE D.B. 2226, PG. 177 ', \ AZ \ \, `\ WILLIAM BRIGGS JR.& REVISIONS
PLAT REFERENCE P.B. 99, PG. 269, LOT 06 p \ PROPOSED LISA ANN BRIGGS
1. CORRECTED ADDRESS 06/10/24
WELL PIN:9704-42-0038
LOT SIZE 14.06 Ac., (612,470 S.F.) �� D.B.98,PG.4
cs
ZONING R-1 \ al, \
IMPERVIOUS AREA (S.F.)
PROPOSED
CONCRETE N
HOUSE 4370 DRIVEWAY ; 62G 11100
\ul,
PROPOSED
CONC. DRIVE/WALK 1386 HOUSE <1`
STACIE P.ENOCH ` 0 • \F6,..
GRAVEL DRIVE 3996 PIN:9704-24-8832 `
D.B.2328,PG.958
TOTAL 9752 EX.4"IRON PIPE `%
(CAP&TACK) \
-- ' / /
BUILDING SETBACKS (R-1) I t-
IFRONT 40' N \
The purpose of this Site Plan is to depict the
SIDE 25' I �% proposed location of the house and drive on the
subject propoerty for building permit purposes
REAR 25' N \ only. This is not a certified survey and cannot be
HEIGHT 60' I. used for any property conveyance or sale.
PROPOSED NICHOLAS C.&WREN M.
SEPTIC AREA MITCHELL
o I \\ \ PIN:9704-41-1461
Z \\ REPAIR
1 \ \\\\\\\IIIIIIIIIII///////
HOUSE DETAIL 1"=20' I \\ ` o°°��\"cN°CA/iO'//��,,��
INITIAL \\� \ =Oe,Q. `-', 0.-7/
J" 00 SEAL
SCREEN I \\ e L 3841 Q e
PORCH 14.91' 9.83' _ _ _ I �\ \ v °°9iy �� °
2 °° COV.GRILL — — — — —6.. °° . SURJ� °° 0
m
DECK _—���� ���—�� � ___ ` ///��'V/Y,-�P't\\,\\\\\
36.33' 19.25' _ 11iiiiiiIItl �ennv 7-a�Co%
N 85°48'43"W 878.79' ___
SHEET INDEX:
FEDDIE JOE GOWINS AIW
p PIN:9704-21-5014 C-01 SITE PLAN ez TAYLO R
D.B.000M,PG.37
o LAND CONSULTANTS.PLLC
PROPOSED C-02 EROSION CONTROL PLAN HOUSE License#P-0829
D-03 - D-05 DETAILS 1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
11.04' NOTES: SHEET TITLE
21.04' l8.63' 1)All easements,right-of-way's,buffers,setbacks and adjoiners,etc.,0.42' 1,t
21.37' I M referenced from Plat Book 99,Page 269 unless otherwise noted. SITE
4 f 17.83' 1 7.46' l ti p 1�'
N 2)Surveyor has made no investigation or independent search for r�'V
easements of record,encumbrances,restrictive covenants,ownership
title evidence or any other facts that an accurate and current title
10.96' 0.42 search may disclose. SHEET NUMBER
cO
” - 3)Contours shown referenced from Chatham County GIS. Cm01
24.75'
Z:\Projects\AbsoluteConstruction\AshleyWoodLn(506)-24500\Dwg\506_AshleyWoods-SP.dwg

/ \
.'—Epps Clark Rd.
D
N
CD
o I
o No001111111
a I
N
7
\ A NC GRID(NAD 83/2011)
i 1
i
0 50 100
LOCATION MAP
1" =100
1" =2000'
PROJECT
\CHATHAM COUNTY SAMPLE RESIDENTIAL o \
CONSTRUCTION SEQUENCE \ JACK C.&JUDYW.STRUM \
PIN:9704-32-1572 \ SMITH
PINHOMESTEAD 0LLC
0
ASHLEY WOODS LN. D.B.99,PG.269
1. Submit a Land Disturbing Permit Application at least 30 days prior to any land \ \ D.B.1815,PG.67
disturbing activity occurring. a 60'WIDE PERPETUAL, NON EXCLUSIVE, \ SINGLE-FAMILY LOT
NON-RESTRICTIVE PRIVATE EASEMENT
2. Organize pre-construction meeting with Chatham County Watershed \ / \
Protection Department to review site plan prior to land disturbing activities. \ •,✓ \ \ DEVELOPMENT PLAN
Land-Disturbing Permit and Approved Plans will be provided at this meeting. ALL BURIED POWER,PHONE, \ NC GRID COORDS: \ \ 387 ASHLEY WOODS LN.
3. Install all temporary erosion control measures according to the information TELECOM AND OTHER UTILITIES N:742,283.42 \ \
SHALL BE LOCATED WITHIN LIMITS E:1,902,985.96 \ -- SI LER CITY, NC 27344
discussed during the pre-construction meeting. Minimal clearing may occur OF DISTURBANCE \ EX '
1"IRONREBAR \ \
in the immediate area of all measures to provide for installation. \ \ — --
\ (CABLE BOX 1.8'WEST) \
4. Permitted land disturbing activities may begin once measures are installed. — ��}c o, Ci, —— —— —— —— —— —— —— ' \
EX.i"IRON PIPE ',°=
5. Complete self-inspections weekly and within 24 hours or a 0.5" or greater (CAP&TACK) '', CONCRETE ) \
rainfall event. WASHOUT I /
6. Maintain all erosion and sediment control measures in good working order. ) / \4,\ \/ TEMPORARY 12'x 50' \/
Silt fence, inlet protection and other similar measures must be cleaned out �o J., CONST.ENTRANCE /.
when they are half full.Clogged silt fence outlets must be refreshed/replaced. . ' \ \ / \Silt fence cannot have holes or tears. / ;� \`, y / CLIENT/OWNER
7. Ground cover shall be provided as follows: \ _ — — �h /
a. Stabilize basins with ground cover immediately after installation. (If /
•
applicable) \ ( ABSOLUTE CONSTRUCTION
b. Stabilize diversion ditches intended to be in service for (14) days or EX.GRAVEL DRIVE. o W', 1 & DEVELOPMENT, LLC
more with temporary seeding and erosion control matting. (If applicable) - o 1 PITTSBORO, NC, 27312
c. For all areas of moderate and/or steep slopes, stabilize area with seed ' \, \ I [phone]
and matting if the slope has not been disturbed for a period of(7)days. -—- LOT 6 \
d. Provide ground cover sufficient to restrain erosion on any portion of the ` o, 612,470 S.F. I /
site upon which further land-disturbing activity is not being undertaken o 14.06Ac. I % /
within (14)calendar days of temporarily or permanently suspending land \ / DATE
\' `\ I MAY 28, 2024
disturbing activity. % ` /
e. Establish permanent ground cover sufficient to restrain erosion ` no, �' / ' /
immediately following completion of construction or development and/or — _ _ \ J� / WILLIAMBRIGGSJR.& REVISIONS
prior to final inspection. / o PROPOSED / uSAANNBRIGGs 1. CORRECTED ADDRESS 06/10/24
p WELL I / PIN:9704-42-0038
9. Re-install adequate erosion and sediment control measures and/or increase 4 �'5 4,
52 / ` D.B.98,PG.4
maintenance frequency where approved measures fail to prevent accelerated ,\ 1/ :
erosion,off-site sedimentation,or repetitive non-compliance issues. / /
10.Measures must be installed at the back of curb to restrict all vehicle access to \ m 'S cos / / \
the construction entrance. All measures must be installed according to the % \' ' / / /
approved plan unless approved in the field by Chatham County Watershed I SFI\-
Protection Department staff(approved Field Revision). '\ o / / % /
11.Modifications to the approved and permitted plans shall be approved, by t, C' I / \ /
Chatham County Watershed Protection Department staff only, prior to % I / /
removal or installation. Contact Chatham County Watershed Protection - - - - \FIL \ I / /
Department staff to request an inspection and obtain a sign-off on the plans ` \ / ♦ /
or an approved Field Revision. STACIEP.ENOCH \ \ I
12.OnCe grading and construction activities are complete,temporary measures PIN:9704-24-8832 ; p o \ / / ` /
D.B.2328,PG.958 / /
are removed, and the site is stabilized call Chatham County Watershed 3 \ / Y
Protection Division staff to schedule the final inspection. EX.
I &TACK) / \ I I /`
13.Once the final inspection is complete the permit will be closed and no / p / '
additional ground disturbing activities can occur. I oco \\ I I / ` '
/ � '
\ I / \ i N. / `
\ I '9 P / \ I / , \
p to
I s \ / I �l \ /
l
\ \—560—/ i j % /
PROPOSED I I NICHOLAS C.&WREN M.
\\ \ SEPTIC AREA I ` MITCHELL
EROSION CONTROL LEGEND I \ REPAIRI I I PIN:9704-41-1461
I \ \ I
l \
\ \-600— EXISTING CONTOUR li \`\\
`� 1 I \ \ %�
\
—LD—LD LIMIITS OF DISTURBANCE I. \ \
INITIAL `\ ) \ \
\ \ \ \
SF/LD SILT FENCE/ LIMITS OF DISTURBANCE �_ •�4 // 1
I ........................................................ I
CD FENCE OUTLET / -�--T -�__ J I
\ / // 1
\ FEDDIE JOE GOWINS / I i TAYLO R
\ PIN:9704-21-5014 /
D.B.000M,PG.37 /
/ / LAND CONSULTANTS.PLLC
License#P-0829
1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
• NO SIGNIFICANT SITE GRADING PROPOSED
SHEET TITLE
• LIMIITS OF DISTURBANCE = ± 47,200 S.F. (1 .10 AC) EROSION
CONTROL PLAN
SHEET NUMBER
C-02
Z:\Projects\AbsoluteConstruction\AshleyWoodLn(506)-24500\Dwg\506_AshleyWoods-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 this plan sheet will result in the construction 2. Provide dri pans under anystored equipment. :; idu
e
p Litt V 7■E•re m.., ...�.�.�...
activity being considered compliant with the Ground Stabilization and Materials Handling FILES
,I�•■�•�j; Qs' iTir - rI MEDIC IUT ,�
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the M,'1�r ■�,„L,7q io?'�L"�oi� m.�
sections of the NCGO1 Construction General Permit(Sections E and F, respectively). The w� if '�7 a:r iol„Ioi �!
project. , , IA
permittee shall comply with the Erosion and Sediment Control plan approved by the � _ _ ion„�,,,soi �, CHATHAM COUNTY
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 ' ; in! STANDARD EROSION
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). >, �
�`"'".E""` °'""a �.� E,o..E..I CONTROL DETAILS
5. Remove leaking vehicles and construction equipment from service until the problem .� .�.
has been corrected. nL,,LNA7 E°"""FMB 1010°r NAMED SANE
'■D °71ElE" : �
SECTION E:GROUND STABILIZATION I I •,E ,�+ AR
VIDE 7K LIEY MOM SDO
Z IUIIMNI DEN 71E Lao/NNI IE2=7R Q M lIECI1J0
- 6. Bring used fuels, lubricants,coolants, hydraulic fluids and other petroleum products 'AOF"Er"°C"Ea ,,,,,,MEDIA
Required Ground Stabilization Timeframes even 9L9Q,k 1M9YR lINCIYE IQ7i 701i ELetl. 2OEM OF"mOA�
to a recycling or disposal center that handles these materials. QUAY NAKED VIIN SAME IC26XVCE ...o.r[w..ow oiw,
Stabilize within this SMACKKOS TO OE CLAM"""'"""
Site Area Description many calendar Timeframe variations BELOW GRAD glum STRUCTURE ABOVE GRAD XFSj UT 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 workdayand before storm events or lotperimeter silt fence.
3:1 7 not steeper than 2:1, 14 days are [phone]
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. MAY 28, 2024
(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
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.
1 -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 thepermanent cessation of construction activities, anyareas with temporary 3. Contain liquid wastes in a controlled area. - .
p Y 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 level ground, at least 50 feet awayfrom 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 I 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.
I 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. 3. Do not store hazardous chemicals, drums or bagged materials directlyon the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover i x �: '.f1-% NORTH CAROLI NA gg
or surrounded by secondary containment structures. ''S - !f Environmental Quality _
j LAND NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE- 04/01/19 License CONSULTANTS.
og29
1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
SHEET TITLE
EROSION
DETAILS
SHEET NUMBER
D-03
Z:\Projects\AbsoluteConstruction\AshleyWoodLn(506)-24500\Dwg\506_AshleyWoods-SP.dwg

Varieties Region or P es°r Mnrua Adaptation Maimmance
NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Water Quality Adaptation snag. 'I'm' o g «w. F°°".u"00n:e°r M11owing
Coo Season Grasses: "'I H�"r Fre9 *ADDITIONAL SODDING
Kentuckyblugnexs Wendy MouWeins Ken g Ian g 2.ad 2 metl.
Tao fescue blend Advemure,Br.,..., MounIOns rellreaame " good good good goo a M 2.5.a a INSTRUCTIONS CAN BE FOUND
Falcon.Finelewn, end Piedmont IN SECTION 6.12"SODDING"OF
NEW STABILIZATION TIMEFRAMES GalwayHoundog• "w
rnraseeadcamueky Mcentalne eenspadegrece tang' o,rcc, sped cc 2. .s °q° THE NCDEQ DEMLR EROSION
Jaguar,Olympic,Rebel a gad I. aaM '
(Effective Aug 3,2011)
AND SEDIMENT CONTROL
bluegrass and Piedmont sea,"asdn,gras: „or g«d ,, 2, mad PLANNING AND DESIGN MANUAL.
Warm Season Grasses: oys g fen good rtlr ester g is a Son
Hybritl Bermutlegress va,Tdgr reway,TRway Coastal
and fivm Groena Lacuna NCAES euraan«.AG89_ ootl mnen ENANCE NOTES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS nardgneen Coastal Plain P I)AFTER FIRST WEEK,WATER AS NECESSARY TO
Sell preparation-Test soil to determine the exact requirements for lime and
Zoysiagress Emerek,Mayer Pie s.pain MAINTAIN ADEQUATE MOISTURE IN THE ROOT
O fat�iz Soiltesrsmaybeco nei,ox by the Satesoilteslis lEaborasepsrtable
Coesml Plain ZONE AND PREVENT DORMANCY OF SOD.WATER
iel laboratory.Inf tiw ov Gee eR testivp is available hunt the MORE DURING SUMMER MONTHS.
Centipedegrass No improved va,ie4es Piedmont and A<romomic Disisioo of the North Carolina Department ofApicWhve or the 2)DO NOT REMOVE MORE THAN 1/3 OF SHOOT IN
Perimeter dikes,swales,ditches,slopes 7 days None Coastal Plain A,cWnval Extension5rnitt.where soddWa mustb pWm dwiNom soil ANY MOWING.MAINTAIN GRASS HEIGHT BETWEEN
St.Auguslnegress Raleigh Piedmont end lsts the fogowW¢soR muevdmeuts may be sudcimt: 2-3 INCHES UNLESS OTHERWISE SPECIFIED.
Coastal Plain •Pulverized agricultural limestone at a rate of 2 tous/aere(1001b/1.000 3)AFTER FIRST GROWING SEASON,ESTABLISHED
'A large number of varieties exist-consult suppliers and your local II) SOD REQUIRES FERTILIZATION;MAY A[SO REQUIRE.
Agricultural Extension oficefar recommendations. •Fertilizer at a rate of 1.0001b/acre rag 1b/I.000R')ofll-IR-,0,efall or LIME.FOLLOW SOIL TEST RECOMMENDATIONS.
...AAf High Quality Water(HQW)Zones 7 days None
cam_ Equi 1 I may be applied N other fertilizer f Wations These --- .--,
- nrem anm,w,a amemm sit Waite sP a g.h N a' rpomtedmro Ne rayaod-nastaggmed
top i 8 inches f R by di5Ein,ham -p other ffectiae means If 1_���+� -i apalntdmn,nm sl;Psbu,led
N topsoil is applred.follow pe is Pr 604 TP T g .. j- i- aka nee mal9Odownine`ni" PROJECT
d,iaanevea n.oi.an..ammm.are•na _._r^._. Poo w avoid�S cle 0se ❑'cute f h debri e e e ".dmmanedmn«p "�a
end clods larger N 2' h diem PR I 1 I spo
If slopes are 10'or less in length and are FdR; 0 .` order sunNn,water.Rake nrhan Neste acmes smooth Slopes steeper than 3:1 7 days not steeper than 2:1,14 days are allowed. _ telvoalprade.
.=.1 la I" a
"Grade=ry a.w"=",° =, Rmn, analadanmaaa«dmraaaaom
�_-.-__.._ '..__..•I Complete soil preparation by rolling or cWnPackW,to firm the soil.Avoid `O"°u
using heaay equipment on the area.pamcularly when the soil is wet.as Nis
,• _ may cause excess;,,compacliov ova make it ddEc,dt for the ma to take -
'ao era root.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. �_ay?'" _ e. I
L �I I l I l
ae t;aa a l
waaaeaml ta,mawe,eM1l .
All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones. CHAT HAMCOUNTY ° C HAT HAM COUNTY
-�_� SODDING INSTRUCTIONS DETAIL
Rta
n.nn ,aeaeea.waa. SHEETIof1 STANDARD EROSION
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
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 permittee'shall report the following occurrences: ABSOLUTE CONSTRUCTION
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. & DEVELOPMENT, LLC
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 PITTSBORO, NC, 27312
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: (919)-929-1057
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency I (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, DATE
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,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 MAY 28, 2024
(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 REVISIONS
good working holiday periods, and no individual-day rainfall information is I '
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 (Ref:40 CFR 302.4)or G.S.143-215.85. .
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(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 (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
event>1.0 inch In properly,
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
event 1.0 inch In sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported, he shall contact
24hours 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 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
site 7 calendar days of the following shall be made: report to indicate the completion of the reported to the Department's Environmental Emergency Center personnel at(800)
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
858-0368.
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
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the determine that additional requirements are needed to assure compliance
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired-waters conditions.
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification
electronically-available records in lieu of the required paper copies will be allowed if 2. Documentation that the required ground stabilization 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
soon as possible. 3.Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period 1(b)Anticipated(c)above
NOTE:The rain inspection resets the required 7 calendar dayinspection requirement. of threeyears after project completion and made available upon request. [40 CFR 122.41 bypasses 0 • T report athasttcl de anays evaluationare the date
oft ofthebyated quality and.
p q p q p p q � [40 CFR The report shall include an the anticipated and
122.41(m)(3)1 effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 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 Aft..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 TAYLO R CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). `e
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 �� LAND CONSULTANTS,PLLC
(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. - License#P-0829
(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 include 1600 Olive Chapel Rd.,#140
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, Apex,NC 27502 [phone]
(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, w
t S'e SHEET TITLE
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and M -r NORTH CAROLI NA
(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. = Environmental Quality
EROSION
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 DETAILS
SHEET NUMBER
D-04
Z:\Projects\AbsoluteConstruction\AshleyWoodLn(506)-24500\Dwg\506_AshleyWoods-SP.dwg

PROJECT
8'-0°MAXIMUM IIINSPECT DIVERSION DITCIIAw TrAC AETER!SIOwFICANT RAIN TOP RIM
VARIABLE AS DIRECTED BY THE ENGINEER I STEEL POST FILTER OF 1 INCH DIAMETER EVENTS FOR EROSION ADO GRASS EsrnsuslaaINNT.aEeuaEROSION,
OF DITCH
Il lli /5]WASHED STONE £ r DREMGNESED>CARRYING
AND RES ILDE DITCH AS NEEDED TO MAINTAIN THE APACTEW 2•-0"MIN.
1111 BOS E ff M CHECK WATTLES,°R°xF ell° °MEASURE MUST°F A �� } Species Rate(lb/acre) Dates CHATHAM COUNTY
Iligl••4r.ti O'y4irrrr•rr'rr rr�r•'>`�L�QjiifiArir�I SILT FENCE FABRIC TO OVERLAP
igaig..�.• SILT FENCE FABRIC�i33.•;is:.9.�.•iglii11 HARDWARE CLOTH BY 12 INCHES ° INSTALLEDOrzcx iB• n
MINIMUM 10 GAUGE .�. INSTALLED TO SECOND-- P I °°o$° STEEP CUT OR ALL SLOPE _ _ Rye(grain) 120 January 1-May 1 C
LINE WIRES yry yr•�% WIRE FROM TOP M I I II, MINIMUM 12X GAUGE - STANDARD EROSION
ii0•.r. r� gW� �r�r���rr••rrrr• ,/ INTERMEDIATE WIRES STEEL FENCE POST--,,_ (MAXIMUMI Annual lespedeza(Kobe) 50
if A ti{� '§idl1 °° o°o jIISLOPE
MAINTENANCE NOTES: 1 1tj 0•• ktk*•• MIRE FENCE SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST
I.REMOVE SEDIMENT WHEN HALF HEIGHT •a0.`d 1r 1• O�f,J VZI ON WIRE FENCE German millet 40 May1-A St 15 CONTROL DETAILS
GRADE ON WIRE FENCE
OF SILT FENCE. 1VCOl - @Ol=T II Il II G}ICS3 @RTC @1 R� Tim_. - HARDWARE CLOTH STABILIZE
n
2.REPAIR OR REPLACE FENCE I�.=I11 1 n 11.11-11.n II II II-11.11=11 II II II II II 11=11 If II n 11 II I1R 1�R.I'L'1I. PLAN VIEW NOTE: CROSS SECTION A-A STABILIZE DIVERSION DITCH WITH TEMPORARY Rye(grain) 120 August 15-December 31
IMMEDIATELY WHEN TEARS,HOLES, I =- 15 n1 FILTER OF 1 INCH DIAMETER UBE SILT FENCE OUTLETS ONLY WHEN SEEDING AND EROSION CONTROL MATTING. y
SAGGING,COLLAPSE,OR OTHER /57 WASHED STONE - DRAINAGE AREA DOES NOT EXCEED 1/4
DEFICIENCES FOUND. _ ', ACRE AND THERE IS A LOW AREA. USE
OF A _ FRONT VIEW ,.X, 18" AS A REPAR OF SILT FENCE FAILURES.
3.THE IS APPROXIMATELY
ATELYfi MOTHSD,T I FLOW DIRECTION �Y
FENCE IS APPROXIMATELYfi MONTHS. :If LI I III • Soil Amendments
DETERIORATED SILT FENCE MUST BE III�- IIR _ � AR•-n'. GRADE IF��STEEL FENCE POST SETrf UPSLOPE TOE O
REPLACED. - _ A 1 �'V @ HARDWARE CLOTH MAXIMUM 2 FEET APAR Positive GRADE 1.0%MAXIMUM Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
w
- - WIRE FENCE
STEEL POST =- RI1�"16" � �
GENERAL DRAIN GEAR: WOVEN WIRE FABRIC IX I I I I / / limestone and 7501b/acre 10-10-10 fertilizer.
I.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED Il4
ACRE SILT FENCE FABRIC
CONCENTRATED
100LINEAR LOW SUCH
ANDS,NEVER DITC AREAS OF StlT VIEW 11 Mulch
2.NVERINSTEDFLOWTTNCT'WETLANDS
UNLE$ORWATERWAYS. . :.::.:.:•:•.:••::•:.,.•-•....v:N•:...•o:•.:o• o........1•:
� TOP RIM Apply 4,000 lb acre straw.Anchor straw b tacking with asphalt,nettin or a mulch
I..:,::.:.:.:.•-.s: . :::v :i' >: ovi•:2v.::2i.::.:;}:i :"y?::n:::.:..n.:::..:r SIDE SLOPES PPY , / Y •"'S g,
BEEN
RECEIVED
INSTALL SILT FENCE MA APPROPRIATE
HAS FAT FENCE -IRISRI--:I---:•:----•:v--•:•:--v---- -:•:-::du::.•,....,•. Ii TOP RIM OF DITCH
� :N.•J:::...... 2-0 MINIMUM
FABRIC 3:1(MAXIMUM
)1 EEN RE EIVEDT MAINTENANCE NOTES: anchoring I Adistnearly straight can mulchanchoring B C 0 DO SO FROM APPROPRIATE AGENCIES. anC O tool. with blades set ¢a SC[at t be used as a:4'9•Gi r RLAP�:Il....... gY g
� .;.,.r .i •:5•1 :?.in::.:G.:.....:..i:.: :K:::.:.: :.:.. '....:
J.OVERLAP I2INCHES WHEN SPLICING FABRIC. n r I.REMOVE SEDIMENT WHEN :'?: :::::::::::•.:::::+:+:.%::+:.:::+:.%+:+:::+:.:•:::++:::8::,....,-12:..,..ro..o.� \
HALF HEIGHT OF STONE.
-.t INCH•...::�'�:ii
FLOW.EACH ENO OF FENCE UPHILL MA"1"PATTERN TO PREVENT END '!'INCHt:R:'': �:�i?i+:y;:i:i:1 •9`9`.-A,.:;18 , TOOL
- CVO-
4.= REFRESH STONE THAT FLOW. ?:�a8�::'•:::K:�•a............:..�,i
y.:
GRADE
a
S.ANCHORING OF TOE OF FENCE SHOULD BE REMPORCED WITH 12 BECOMES CLOGGED WITH E"> „_ r' �����\��������� Maintenance
MRALLEL NCDOT MS FENCE.ASH STONE WHEN FLOW WILL RUN ,',; SEDIMENT DEBRIS.
PARALLEL TO TOE OF FENCE -'` 2 REPAIR OR REPLACE FENCE - STEEP CUT OR FILL SLOPE
6.FOR REPAIR OF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL - COMPACTED ALL AND HARDWARE CLOTH 1 4 •• �•�•I II-= 1-. IIII Referring if growthis not fully adequate.Reseed,refertilize and mulch immediately CLIENT
2018-014. IMMEDIATELY WHEN I II *41=n*II=n non 1 -1=I n n 1B'r n n. w w ® ® w a 0 ® Q , .e w ®, ® -e - following erosion or other damage.
6"MINIMUM COVER OVER SKIRT 11 I-111 n 5ffubaT 1'6= • 1= lU
].HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE. DEFICIENCES FOUND. a- _ - 1•I IJ I_ 111 W ® W ® W W N. N. 66 " W `A
II cI=11. _- 11.11 III* _ ABSOLUTE
4 1,1 N.
ANCHOR SKIRT A$DIRECTED BY ENGINEER - LI ANDS; LI Ilkll=11=11 A CONSTRUCTION
4 -I BURY WIRE FENCE,HARDWARE CLOTH, �D/.� Oq PLAN VIEW �).' SIDE VIEW )y� FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO / \ / \
HE BENCH
CHATHAM COUNTYTH CHATHAM COURTH NTY CHATHAM COURTH NTY CHATHAM COURTH NTY
�` STANDARD SILT FENCE DETAIL
2018.013 RR �� STANDARD SILT FENCE OUTLET DETAIL Ms�4 �� STANDARD TEMPORARY DIVERSION DITCH DETAIL 2G1841RR NUMBER � TEMPORARY SEEDING/MULCHING SPECIFICATIONS D=12018.020
B & DEVELOPMENT, LLC
SHEET of SHEET1 of SHEETI of SHEET of1
'� �".'®" ' ""�` '"°°" ..,�. ....�T "N°�� "°'°` ' PITTSBORO, NC, 27312
(919)-929-1057
DATE
HANDBAG
ALL DISTURBED AREAS MAY 28, 2024
UNIDO
NOTES: = NOT TO March 1-August 31 September 10-February 28
1.TEMPORARY SILT DITCH TO BE USED WHERE TOE OF ALL SLOPES EXCEEDS 3 FEET IN VERTICAL W mlP-I. ...1.11: ..� °0„.�E.� 50# Tall Fescue 50# 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. u '""F se µ'oue,- I,,.'
III-I11 M �-I p Centipede REVISIONS
PLACEMENT FOR PROPER SOIL CONTACT. ANCHOR UPSLOPE OF THE BERM. w 250iott Centi Ede To# em
2.SILT SHALL BE REMOVED WHEN SILT DITCH IS ONE-HALF FULL. I€e€ ® 25# Bermudagr s(hulled) 35# BermudagE ss(unhulled)
3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. O f SANDBAG „.�„ 500# Fertilize[ aS 500# Fertilizer a
MIN'2 ANCHOR IN 6"X 6"MIN.TRENCH
STAPLING PATTERN AS OVERLAP �� 1oA�"YES 4000# Limestone 4000# Limestone
PER MANUFACTURERS AND STAPLE AT 12"INTERVALS.
REcon'BvIENDTAloNs `-'► - '. A L •
r I-' WASTE AND BORROW AREAS
IY' _ MIN.6"OVERLAP. vua j_n-,R...,.. .
I P.
March 1-August 31 September 10-February 28
�2'MINIMUM , . PLAN "•'"� °Ei"` 75. Tall Fescue 75# Tall Fescue • •
i y Br.ELE
-^'; J WASTE MATFRIAI•COMPACT,SEED& D ® NOrr so-cue TYPE evE GRADE WITH STRAW BALES 25# Be1mudagrass(hulled) 25# Bennudagrass(unhulled)
STAPLE OVERLAPS MAX.S"SPACING. 1 MULCH AFTER CONSTRUCTION OF DITCH 11 EI.�-�� 5Ewa 500# Fertilizer 500# Fertilizer
,"4[(� O O 0 7' """ ot
4000# Limestone 4000# Limestone • •
BRING MATERIAL DOWN TO A LEVEL 4ml PusrcLn LINING TYPE"BELOW GRADE"
DO NOT STRETCH BLANKETS/MATTING38'MIN. '1,7,82." .. •
AREA,TURN THE END UNDER 4"ANDr4.8 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. wnR,wos..r� "°"°°"`E
IRREGULARTIlES. - - CLEAN°°T'N°*"-xthe rate ofad
`r s INSTALL WIFROM
NOTESslopes 2: steeper Centipede shall be applied at 516/ac[e and d 20#of
LIME,FERTILIZE,AND SEED BEFORE INSTALLATION. 1I l -�- 4-�I III I I I-11 9 III III I I I-T= - lj[ - - II[ _ -f- L ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
����y��{�� _ ��( ���� ��T�_7� _. �,„""""� On cut and fill 1Qr
FOR SLOPES LESS THAN 3H:1 V,ROLLS MAY BE '�"' "' -jjl 1j_�J III Ijf-1 I 1=N 1 N=1 I I�-I I1-11 `•III="'-111_, - - I lly -�_ xss E Sericea Lespedeza from January 1-December 31.
PLANTING OF SHRUBS,TREES,ETC.SHOULD OCCUR - II[ -I L r 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED -
PLACEDINHORIZONTALSTRIPS. -' IollI II-IINII-�"�' NO ALTERNATIVE
WJ.TJ OF THE TEMPORARY CONCRETE WASHOUT.
AFTER INSTALLATION. 2T O.EnNovrONABLY wn rota. 3.MATERIALS USED TO CONSTRUCT TEMPORARY Fertilizer shall be 10-20-20 analysis.A different analysis of fertilizer may be used provided the 1-2-2
CROSS SECTIONAL VIEW WHEN ALLDA/MAGETOPAc'IS CONCRETE WASHOUT SFIALL BE REMOVED FROM TFIF. wawaratio is maintained and the rate of application adjusted to provide the same amount of plant food as a
LIT Re 10-20-20 analysis and as directed.
MAINTENANCE NOTES: MUST SITE AND DISPOSED OF OR RECYCLED. ""'
1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.REPAIR IMMEDIATELY. REPAIRED 1bMEDIATELY' 4.HOLES,DEPRESSIONS OR OTHER GROUND
/y D 2)GOOD CONTACT WITH GROUND MUST BE MAINTAINED,AND EROSION MUST NOT OCCUR BENEATH /z t
DISTURBANCE CAUSED BY THE REMOVAL OP THE ti MAINTENANCE NOTES:
U/A'EU UU MATTING.REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. .n n TEMPORARY CONCRETE WASHOUT SHALL BE 1" I)MSPr0T'PERMANENT STABILIZATION WEEKLY AND APE SIGNIFICANT RAIN EVENTS.
} \ 3)MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED. \ c BACKFILLED,REPAIRS AND STABILIZED TO PREVENT 44,,,,srr„"R" "o.,n,�,F YPE WOOD )Mc
2)R0FEBTIEEE IP GROWTH IS NOT wLLYADEAS PRIOR TO RESTABILIZATION. OUATE.EESEEOWLFERTIuze AND.MULCH IMMEDUTEI.YFOLLOWING EROSION OR OTHER DAMAGE REPAIRING
N ACHIEVED.
CHATHAM COUNTY CHATHAM COUNT' CHATHAM COUNTY EROSION. PUNKS
CHATHAM COUNTY 3)slI.rnON 611 PERMANENT SEF.DIS OE NCDRQ DESO EROSION MANUAUNTIL WAZAi RA
VPTM OV
Y BE REFERENCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS
NORTH CAROLINA NORTH cARcuirf A NORTH CAROLINA NORTH cARcuirf A
DETAIL
BrAIL NUMBER
STANDARD MATTING INSTALLATION(SLOPES) zoT000AER �� STANDARD DIVERSION BERM ° zmnoo � STANDARD CONCRETE/PAINT WASHOUT IMAM NUMBER
BR =\ PERMANENT SEEDING/MULCHING SPECIFICATIONS °�201.o21 Ill
..�,® ®�=,m, SHEET of =„..®,�"�v„gy„ SHEET of .•„�.... gy�v„gy„ SHEET e•,�®�...."„®.....,, SHEET 1oF1
MAINTENANCE NOTES:
1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN MAINTENANCE NOTES,
EVENTS.REPAIR IMMEDIATELY I.REMOVE SEDIMENT WHEN HALF ISOMETRIC
70'0"MINIMUM 2)GOOD CONTACT WITH GROUND MUST BE MAINTAINED, '•• I HEIGHT OF STONE ANDCLEAR DEBRIS A, VIEW
BUT SUFFICIENT TO KEEP AND EROSION MUST NOT OCCUR BENEATH MATTING.REPAIR .;.� . TO TIE ATON OF 6T R 0.5'-1' THAT COULD CLOG CHANNEL. USE A NNMUM OF 2 STAKES- ¢ •
SEDIMENT ON SIZE 1•••'•"'- -11=11= ON UPSLOPE SIDE USE A MINIMUM OF 4 STAKES
a,
MAINTENANCE NOTES: AND SECURE AS AEQU[RED[F DAMAGED Oa UNDERCUT. :jPPS%:i%e_ -III II - --- - �� IMAx 2.ADD OR REFRESH STONE AS NEEDED
4. .II I.CONSTRUCTION ENTRANCE SHALL BE 3)MONITOR Art REFAIRAS NECESSARY UNTIL 1. P•!i%;- II4II IIi yHIAlt,,..• /ST WASHED STONE 1terilb 1 VA TIES TOMAINTAMDESIGN HEIGHT AND WgMk
%r ,•;:_ STAPLE/STAKE AT0r03'T?RVALS. -� M� � DOWNSLOPE SIDE ':
MAINTAINED ROUTINELY TO AVOID GROUNDCOVEA IS ESTABLISHED. t x•� eio•5i ��-.7, CROSS SECTION.
SEDIMENT LEAVING PROJECT r♦ .•.'�•A""•• BTAPLMG/STAKING PATrERN AB 174,
WATTLE
-��-• PPPP%P; EXISTING SLOPE 11 II II-11F=.B- ��� .ice. 3.CORRECT DEFICIENCES IF EROSION FLOW -' 00
::::•i�::••Sii:i••1rN:ti;A•iwO:: / r ... PER MANUFACFU _ __ _____ i_i_�� ONNSLOPE�awRc III I.: OCCURS AROUND EDGES OF DAM. ` '$
2.SEDIMENT ENTERING PAVED ROADWAYS - .♦�,.'"•7:!!S:- SPECIFICATIONS. ,O R P R 4.IF SIGNHICANT EROSION OCCURS S MATING � LW6-�
}f -,� FROM PROJECT SHALL BE REMOVED �•�y0•.�.rppT::T;T;T]TI.TjA PLS%i✓ I'.: v"R Es BETWEEN DAMS,ADD ADDITIONAL ' ,. ,, A.._ _ -\
//}I 1.
?_ `, v 25-FT OR WIDTH OF IMMEDIATELY. •v.••.......••.•.•m ♦!i444.1.0:::: DAMS AND ENSURE CHANNEL IS Ap'
`E%1511NG •i•'T� PROPOSED STREET,
:♦�Vd4 ijP�i' /If�su.. WHEN USED IN CONJUNCTION PROPERLY STABILIZED WITH d'
••Ai ffi• •--•--- 4,41 ij��iA WITH CHECK GAMS OR SIDE VIEW fa
IHICHEVE,- y�N iP.A.r STABILIZATION LINER. \ROADWA (SURGE Si AST) R. ♦�i♦i�����•i��i��•v:•�•♦�♦iN•niiiiiiiu..i♦A A ii�i... ALL MATTING 1 \ " 5'
��� „� .N i�i:�:�♦ ♦4♦...�♦rr� ����♦ WATTLES,INST MATTI SLOPEEXISRNG �"R' 1 1 1)USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
1e'•I�. 'l 1 •♦ �1♦J••♦•♦i ��.N�iiiiiii%�i%i�Pi�SW�/i„a . FIRS - SLOPE o ��� I I 2 USE 24 INCH LONG WOODEN STAKES WITH A 2"R2"NOMINAL CROSS
y.`�` a `' t• •................................................
•............................... . ...•..��:PrO......
,ri110 R1.I Isnnc 1011 I=11k11 PLAN VIEW a)SSCTICN. rR£(s)To A HEIGHT°N SLOPE s0 FLOW I1LL NOT
. �1�ii/��llil. LIME,FERTILIZE,AND SEED - - VARIES ,1111. WASH AROUND WATTLE AND SCOUR SLOPES,OR AS DIRECTED.
MATTING SHOULD BE USED IN ALL ♦p• ����I BEFORE INSTALLATION. =1= I�I1. DESIGN OF SPILLWAYS 5)INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
b�.•: � I MINIMUM 4 STAKES ON DOMNSLOPE
PLAN VIEW DITCHES AND ANYWHERE '.117 II J DRArvaGE MEA HEIR LENGTHt NUN.2 STAKES ON UPSLOPE DONNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
CONCENTRATED RUNOFF IS CONVEYED. I O5'-t' I (ADRFsl Im AT BOTTOM.
IN CHANNELS,ROLLOUT STRIPS OF NETTING PARALLEL 1'O THE RIP RAP GROUND fi)PROVIDE STAPLES MADE 6 0.125 INCH DIAMETER STEEL MIRE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. KEYED &0 I- ��� - FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
_ II�4 10.0 ,11=1I 1 11-11 I ])INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
IBCEW .r♦.... • 2D SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL
rr f°0011 I-RII II II 11'IIL111:=1Ir Kr WASHED STONE OMws DIMENSIONS SxOxN ARE MINIMUM -II Il l I I lti 8)AFTER INSTALLATION OF STAPLES,CHINK ANY GAPS BEINEEN
♦r •r lT- WATTLE AND GROUND VATH MATING.
EXISTING ROADWAY
70'-0"MINIMUM CONS I ♦op4�♦ 1/%1. .r** _ SUCH THAT POINT MATING 1EC1I
--, 1 O -_- ' O�•�����w:� V-DITCH SECTION VIEW A c4E STAKES
I IU ANcxoRneTnNG E. a/'��!i _� FRONT VIEW WAVE STAPLESF HROU NrAKEs
__. I-u1 T� 1 l" I =� STAB A AND BARE OF EQUAL ELEVATION
S MN. OU1NL�EKES : -' TATTF ONTO
Al2-INCH]BENCH ��� TbN 2 STAKES°N UPSLOPE M . {�
IiJ�-I I- 12-inch °.a>voso, cRouND �••• '` .r., 4.x GROUND
F G M •
APPLY MATTING TO BOTTOM AND SIDESIAPES OF DITCH. Overlap - JOIN STIUPS BY OVERLAP ANCHORING LAZA Illl_IIII 1111_'''''.p1 I,T1 ON-h -1F MATING / \ MATTING
ANDJJ 1 -T s 111-n nbn-
FILTER FABRIC UNDER STONE MATTING MUST BE INSTALLED UP TO AND OVER CREST OF 1=11_ L °oe B'11 I- .•, II.-.II11 [11-II. Ik'y11-LE-i
SLDESLOPns,AND ANCHORED IN A TRENCH AS SHOWN ABOVE -l'LJ-II�II II11lli, "••`I_G ITI APLE '" 5 S LIS n n, n=-
IIIiiIII -1I MaTnac
n CROSS SECTION PROFILE VIEW TRAPEZOIDAL DITCH SSTAPLE INSTALLMENTNS T� STAKE INSTALLMENT
ECTION
J C. c C. S CTION VIEW
CP/,' AMCOUIN T' CHATHAM COUNTY CHATHAM COMITY CHATHAM COUNTY MAINTENANCE NOTE.REMOVE SEDMITNI WHEN HALFxnwHT Of WANE.RLPAIR AND RISTORL TO SPLCIFICATIONS ABOVE INMEDIATLIAl
CAROLINA
DETAIL -_ DETAIL NUMBER =1 DI rlo.:iniAnR ' DETAIL NUMBER
STANDARD CONSTRUCTION ENTRANCE 2DRMa STANDARD MATTING INSTALLATION 201�D,o STANDARD ROCK CHECK DAM 2018-002 STANDARD WATTLE 20 018
SHEET of SHEET oft 'HEET1 aft SHEET 1 oft
/111
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\AshleyWoodLn(506)-24500\Dwg\506_AshleyWoods-SP.dwg