NCC233183_Site Plan or Location Map_20231025

���G A
\ A Ii\•`'9<ti ' DELIA LANE . � _ _ _ _ _ _ _ _ _ _ _ \ A
60'PUBLIC R/W _ \ A COMMON AREA 2
P.B.2020,PG.174-176
DELIA LN
Ir--- I LOT7 \ AP.B.2023,PG.36
LOT 6 I I P.B.2020,PG.174-176 LOT 9 \
EX.PAVEMENT ________ I P.B.2020,PG.174-176 \\
P.B.2020,PG.174-176 . i ____ __ •
SITE N 89°21'3 E 1 0.06' N 89°22'36"E 360.32' N 89°20'08"E 185.00' ,\ s?,
_ _ _ _ _ r
\ \ 0 50 100
1 mo I
LOCATION MAP I ,_�, i.
\\ Zr,m 1" -50
1" = 1000' I
_ - IV
\ m "� \
73 cr I \ PROJECT
1 ' \ �wz I— — — — —
SITE DATA I i' \ i \
CLIENT NELU&LISA SKUMPIJA 195.8' I 1-
32.93' 1 \ 1
SITE ADDRESS 76 DELIA LN
I c) 1 \
IDPARCEL I REPAIR \\ \
PLAT REFERENCE B.M.B.M52023, PG.36 PROPOSED
I I SEPTIC AREA \ \ DEVELOPMENT PLAN
1 "' I56 \ 76 DELIA LN. - LOT 2 - R
I INITIAL \ I \ PITTSBORO, NC 27312
IMPERVIOUS AREAS(S.F.) BUILDING SETBACKS(R-1) I 1..)
co
32.93' 456.6' \ \
BUILDINGS 11538 FRONT 40' ; J ; \
GRAVEL DRIVE 7554 REAR 25' I \ \
TOTAL 19092 SIDE 25' I PROPOSED \ I \
GARAGE \ 1 \
SURVEY NOTES: I &APARTMENT \1
1
1. ALL EASEMENTS, RIGHT-OF-WAY'S, BUFFERS, SETBACKS \ CLIENT/OWNER
AND ADJOINERS,ETC.,REFERENCED FROM BOOK OF MAPSI
2023,PAGE 36 UNLESS OTHERWISE NOTED. _ _ I \
I \
2. SURVEYOR HAS MADE NO INVESTIGATION OR I / NELU & LISA SKUMPIJA
INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP I I \ PITTSBORO, NC, 27312
/ \ LOT 2-R \ 151 HAWFIELD,
TITLE EVIDENCE OR ANY OTHER FACTS THAT AN LOT 1-R
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. P.B.2023,PG.36 1 •• 9.187 ACRES I \
\ Cl)
I I o \
3. FIELD SURVEY PERFORMED ON??. D1• \
o \
a
zo I \ I r \ DATE
01 100 \ W.' \ SEPTEMBER 25, 2023
\\ REVISIONS
I
1 I 1 CHATHAM CO.REVIEW 10/16/23 ,
El
1***�1 I 455.1' I \\ 2 DITCH RIP-RAP DISSIPATOR 10/20/23
PROPOSED I 1
C WELL
PROPOSED HOUSE ``
I 108.3' ,
r
4IPP
/ / COMMON AREA 5
14.45' \ 1 P.B.2022,PG.201-204
7.94'' N I I
A I THIS PLAN TO BE USED FOR PERMITTING
20.92' 30.02' 9.33 I \ PURPOSES ONLY AND IS NOT A CERTIFIED
_ / BOUNDARY SURVEY.
Q> N
I A PROPOSED
I
5.64' I_--, I POOL , • _ 449' I
6'
N L a� I 168.2' PROPOSED
PROPOSED HOUSE POOL HOUSE
1 I
s' I
ND
I
I
����UIIII I I I I I II ///i
23.17' 15.33' 1 I 0� \�N CA° Q4/
a.as w P° ,°
1� ° SS/ ° °% �
3. I ZO'QOF O 9°°°"9
11.33' A 12' 40' I8. _ c
IN _A - SEAL < ° -
8.92' 17.58' 1
I o = o < L-3841
60' o PROPOSED / I cn ���°94'O �°°�O \
% J °Q\
PROPOSED o POOL HOUSE I // I � SUR`IP��\\\\\\��
POOL I 12' 16' 1 24' I // PROPOSED I ''//////II IIIIIIIIt\����\'
60'
INITIAL SEPTIC AREA REPAIR I JeYe�ly Tay Gov
I /
I
/
BUILDING DETAIL I I I
I 1" = 40' - — — — — L -- -- -- -- -- -- -- -- -- —J -- -- -- -- -- -- -- -- -- -- ---�
S 89°25'32"W 685.11'
WILLIAM J.MANN /
WILLIAM J.MANN,TRUSTEE
PARCEL ID 72951 �/ L TAYLO R
ESTATE FILE 017E-0282
LAND CONSULTANTS,PLLC
License#P-0829
1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
LEGEND:
B.M. Book of Maps 0 Ex.Property Corner SHEET TITLE
D.B. Deed Book • New 3/4"Iron Pipe
PG. Page
S.F. Square Feet 0 Calculated point SHEET INDEX:
AC. Acres ® Water Meter SITE PLAN
—x— Fence
—w— Water pipe © Power Pedestal (�, 01 SITE PLAN
—SD— Storm drain pipe �-? Fire Hydrant
❑T Telephone Pedestal -1- .•SI•N Co NI -OL PLA ,
© Cable Pedestal D-03- D-05 EROSION CONTROL DETAILS SHEET NUMBER
© Gas Meter � 0® AC Condenser
Z:\Projects\AbsoluteConstruction\DeliaLn(76)-23419\Dwg\76-Delia_SP.dwg

\\
\ \\
ROCK CHECK DAM DRIVEWAY \ \\ / ,
PIPE OUTLET(STD.2018-002)
PROVIDE NET MATTING WITH SEED I .-_ DELIA LANE • i PROV DE/NET QTTING/WIT SEED D /MS/I/REAM/ - - - _ _ - / / \V /� A/ /
UPSTREAM OF DRIVEWAY PIPE.INSTALL • - - _
OF-DRIVEW Y PIPEASTA L M/,\'TTING&SEED / / - - \ /
MATTING&SEED TMMEDIATELY-UPQNN • _--_, 601-PUBLIC R/W 1- �IMMEDIAT�Y UPON INSTALLF TION/OF DOVE AY / ALL U�2IED POWER,.PHO E,TELECOM V
/ / / \ / /
INSTALLATION OF DRIVEWAY PIPE . f- - _ _ PIPE eD.201 010) / / / / / / / AN6OTHER ILtIIES SHALL BE LOCATED -_ - _ / / \ / \\\// P.B.2023,PG.36
(STD. 2018-010) • I _ _ _ � WITHIN LIMITS OF DISTURBANCE - - - / / \/
--- E �AVEMEN : _0 UPON FINAL STABILIZATION R �IOV /CHECK DAd& / / /
\ IL -e.. / —/ — —
\ ——L - - F. — b INL�(SS BRIRIP PISSSIRPSTE 0 PAD x12�D, -- T/ — -- -- -- -- -- 7— 7L— / A\ \
� _LD %tea:; I
SF i C / / / / ( - - - - ` �i � / / G.� / 0 50 100
15"CLS III RCP 490 �% �CONCRET� / �/ / I FIND�TFI�D / / A\� z� \�/ /
\ DRIVEWAY PIPE "' o o WASHOUT AREA / / / �TFI\-b�_ ��� I ( I \ / / "cam'
I v .- AS-62018022) / 1FI\D �-/� I \ 0 zn, /i / 1" =50
12' 5�C 0'RESIDENTIAL I = .` _
CONSTRUCTION - L �// / I \ CI\I \ C / / \ z PROJECT
ENTRANCE(STD.2018 003 ) `�'*‘ o ,__ ROVID,/IREE PR�OTECTIO FENCE \ /o o cn I \
I o '� / o / ALONG HIGH SIDE OF DISTURBANCE ( / \ a�Z r
I \ o / \ / (STD.�p21_oo1> I I / A �� \
�n troy I ( /- 7-- 9 V — / \ a ?c \
r w o I / / / �s �J o_ \ �� 7 / A c) I \
_ / /
-_� \ I — 1 0 \ j / REPAIR / ff / / / PS Ls'
/ \ \\
,,,,, 4 _ ____. a i // / II // �(/ PROPOSED TYPICAL/STABILIZATION. EFER I / �\ I DEVELOPMENT PLAN
yiy v / 4 SEPTIC AREA o TO STABILIZATION TABLEFOR _ / \
— — — ij i / / // n SCHEDULE I r / I \ 76 DELIA LN. LOT 2 R
..i \
PITTSBORO, NC 27312
O f/LB�--�iF/tFf // /7 INITIAL // / / �/ �� \� \
O Y
/ I.
1 i 0, rTEMPORARY / �/ 4 \V I/ \
T DIVERSION DITCH oA--
/.I / d SFILd�SFILD--SFILD-SFILD / / / I \
(STD.-2018 009) _ — c::' — / I ( ( SILT FENCE-OUTLET / / \ / \
TDD0)1
/ (STD./18 014) I /
/ /SF�(� I ( I - — — 1 / \I /
— _ / �s�10 1 k \ I I �\ // CLIENT/OWNER
/ f � 1 1. v - . y I v Iv •
_ ` _ I / /
NOTES: I INSTALL ROCK�HECK DAM \ o // / 1�SF�O� \ I / I ` / 151 HAWFIELD,
TEMPORARY DIVERSION DITCH- o o I �sF2 \ I I / CHATHAM COUNTY SAMPLE RESIDENTIAL / I / \ / PITTSBORO, NC, 27312
• EXISTING TOPOGRAPHY I BEND — — — o \ 1 / _V 7 CONSTRUCTION SEQUENCE / I \ /
REFERENCED FROM CHATHAM o I I \( — \ /
COUNTY GIS w /./ 1 1 \ I I / 1. Submit a Land Disturbing Permit Application at least 30 days prior to any land /
/ o I disturbing activity occurring. \
/ STRAW WATTLE TY�(MAX \ / .� 1 \� I I I \ 2. Organize pre-construction meeting with Chatham County Watershed /I /\ DATE
• LOT GRADES WILL CONFORM TO / I SPACING=50 o Ts M 1 I m Protection Department to review site plan prior to land disturbing activities. ) I / SEPTEMBER 25, 2023
EXISTING TOPOGRAPHY. I (STD.2018-018) PS / • I I <Q 1oA I \ — Land-Disturbing Permit and Approved Plans will be provided at this meeting. / \
/- 1 I I \
\ 3. Install all temporary erosion control measures according to the information / \ REVISIONS
Ou discussed during the pre-construction meeting. Minimal clearing may occur / \
• TOTAL DISTURBED AREA = 2.55 /' ,pC
/ J \ic_ / in the immediate area of all measures to provide for installation. I 1 CHATHAM CO. REVIEW 10/16/23
ACRES. i / / / 4. Permitted land disturbing activities may begin once measures are installed. I / 2 DITCH RIP-RAP DISSIPATOR 10/20/23
....
1 / I / ,5. Complete self-inspections weekly and within 24 hours or a 0.5" or greater \
\ o o / PROPOSED ' 1LT FENCE Ol11TLETI rainfall event. / \
/ o < / / WELL o TD.2d18-014)1 I / 6. Maintain all erosion and sediment control measures in good working order.- -� I
�a Silt fence, inlet protection and other similar measures must be cleaned out
�\ / / // / when they are half full.Clogged silt fence outlets must be refreshed/replaced. — — I/ / • •
I •
, 1 Silt fence cannot have holes or tearsR" \ 4pp . �I
/ / I 1 / I / / 7. Ground cover shall be provided as follows: /
/ \ �/ /®� `O 1 ' a. Stabilize basins with ground cover immediately after installation. (If I /
/ I �o V / /1 I applicable) �I� //
/ / / / TYPI);AL STABILIZATION.REFER 1 I 1 b. Stabilize diversion ditches intended to be in service for (14) days or /
i
P more with temporaryseedingmatting.(Ifapplicable)
t.� TO TABILIZA ION TAB E FOR pora and erosion control a licable
INSTALL ROCK CHECK DAM AT / \ / / t`'�\! i
/ SCHEDULE I I I c. For all areas of moderate and/or steep slopes,stabilize area with seed — /
TEMPORARY DIVERSION DITCH — ---'_9,, 1O / II I I and matting if the slope has not been disturbed for a period of(7)days. iOUTLET(STD2Qi8002) /� ` LT FENCE OUTLET I d. Provide ground cover sufficient to restrain erosion on any portion of the
1 / j 4- • — • —(STD.2018-014) II \ site upon which further land-disturbing activity is not being undertaken I
UPON FINAL STABILIZATION \ / / / 1 I \ \ within(14)calendar days of temporarily or permanently suspending land/
REMOVE CHECK DAM&NGSTALL 1 I / / ( I disturbing activity. /
/ e. Establish permanent ground cover sufficient to restrain erosion
RIP-RAP Dr TER PAD k \
(6'Wx6'Lx12"D,CA A B"RIP-RAP I I 1 - -� / immediately following completion of construction or development and/or
• prior to final inspection. I
PER STD.2018-007) / ji
) I O I 9. Re-install adequate erosion and sediment control measures and/or increase /
co
/ 1 I �� I \ \ maintenance frequency where approved measures fail to prevent accelerated\ r
TEMPORARY SOIL erosion,off-site sedimentation,or repetitive non-compliance issues. \ I I
STOC PILE /
I I \ 10.Measures must be installed at the back of curb to restrict all vehicle access to \ I \
/ / I \ \ the construction entrance.All measures must be installed according to the
—SF/LID \ .� approved plan unless approved in the field by Chatham County Watershed \
/ ( "' \ Protection Department staff(approved Field Revision). \ I\
— \ I
\
o _ S LT FENCE OUTLET 11.Modifications to the approved and permitted plans shall be approved, by \ \ \ \
(SAD.2018-014) \ \ Chatham County Watershed Protection Department staff only, prior to \ \I \ \
c" / SILT FENCE OUTLET ,_ 4 \ \ \ removal or installation. Contact Chatham County Watershed Protection \ l
/ / / (STD.2018-014) `" U , Department staff to request an inspection and obtain a sign-off on the plans \ \
/ SURROUNDISTOCKPILE WITH SILT FENCE. \ \ \ � or an approved Field Revision. \ \ \ \
/ < ANY OPENING IN SILT FENCE FOR ACCESS \
/ STOCKPIL O REMAIN 10'MIN.OFF o \ 12.Once grading and construction activities are complete,temporary measures I \
I / T TO BE ON L PSTREAM SIDE \ \ are removed, and the site is stabilized call Chatham County Watershed \ \ I \ \
/' / / PROPOSED SEPTIC\AREA /64. \ Protection Division staff to schedule the final ins ection./ PROPOSED \ P \ \I \ \/ o / INITIAL SEPTIC AREA REPAIR \ \ 13. Once the final inspection is complete the permit will be closed and no 1
j / o . additional ground disturbing activities can occur. r \
03 / Li A � A I\
/ I j SILT FENCE OUTLET IN
��(STD. 018-014) I
\ N \ �� A A
_ V A _ \ -`� y, - \— — I SF/LD SF/LD \V SF/LD SF/LD SF/LD SF/LD —— — ——T \ P
// SILT FENCE OUTLET / / / \ \ / I
(STD.2018-01/) \
\ / / / / V /\
�`�N / // _ - - �� \ 1 ,' I 'I I E TAYLOR
- _ / LAND CONSULTANTS.PLLC
License#P-0829
/NPDES STABILIZATION TABLE I Ap°Olive Rd.,#140 [phone]
EROSION CONTROL LEGEND
TEMPORARY DIVERSION DITCH SCHEDULE SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS SHEET TITLE
Perimeter dikes,swales,ditches and slopes 7 days None 330— EXISTING CONTOURS
AVG. LD LIMITS OF DISTURBANCE EROSION
DITCH DRAINAGE RUNOFF FLOW VELOCITY High Quality Water(HQW)Zones 7 days None
010(CFS) SLOPE SHAPE GEOMETRY(FT) LINING MATERIAL SF SILT FENCE
DESIGNATION AREA(AC) COEFFICIENT DEPTH(FT) (FPS) If slopes are 10'or less in length and are not
(%) Slopes steeper than 3:1 7days steeper than 2:1,14 days are allowed. —SF/LD SILT FENCE/LIMITS OF DISTURBANCE CONTROL PLAN
ACF DOUBLE NET —TF/LD TREE FENCE/LIMITS OF DISTURBANCE
A 0.88 0.50 3.18 4.3% 0.35 4.37 TRAPEZOIDAL b=1',d=15",m=3:1 EXCELSIOR ECRP(OR Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length ®© TYPICAL STABILIZATION (REFER TO _
APPROVED EQUAL) All other areas with slopes fatter than 4:1 14 days None,except for perimeters and HQW Zones STABILAZATION TABLE FOR SCHEDULE) SHEET NUMBER
PS
C-02

PROJECT
Project Data Revisions
Project# No Date Description
Project Data Revisions Project Name 76 Delia
Project# No Date Description Date 10/20/2023
Project Name 76 Delia
Date 10/20/2023 TEMPORARY DIVERSION DITCH CALCULATION
TDD-A DEVELOPMENT PLAN
Outlet Protection-NYDOT Dissipater Methodology 76 DELTA LN. LOT 2 - R
TDD
Peak Discharge Calculation(10 Year Design)
Input Values Drainage Area= 0.88 ac PITTSBORO, NC 27312
Defined Channel(Y/N) N `�` �� I l C= 0.50
Diameter(in) 18 Pipe Equivalent to ditch IM `t. U v.:*.,:4.'.;
• ,,,
Flow Rate(cfs) 3.52 Q25 ` ice" - t .1 110= 7.22 in/hr 5 min Tc
Slope(%) 4.30 PLAN VIEW ,,.a A- 0.88 ac
Manning Coef. 0.026 Mannings for ditch I
P AN V EW Q1 o= 3.18 cfs
Determine Ditch Flow Depth(d)and Velocity(v) Check for Temporary Conditions
Calculated Data SFCT1ON'A-A' "" SECTION.A-A. ars Apply Manning's Equation:V=1.49/n*R2/3*Sl/2,Q=A/V
PIPE OUTLET TO WFJI OEFINFD CHANNFI PIPE OUTLET TO FLAT AREA-NO WELL DEFINED Ditch Characteristics: CLIENT/OWNER
Normal Depth(ft) 0.59 CHANNFI
Outlet Velocity(fps) 5.51 n= 0.02 Bare Earth
Base Width(B)= 1.00 ft
25 `y,� ,-4--,---' , Diagram of Outlet Aporon
M= 3 NELU & LISA SKUMPIJA
E Ditch Slope(S)= 4.30% IM:1 I- ® 151 HAWFIELD,
t N (\\, 1\:\ LENGTH OF APRON Permissible Max Velocity(Vp)= 2.00 fps PITTSBORO, NC, 27312
(G` fk ! W TO PROTECT TO PREVENT SCOUR
,'kr �L 1 i i p APRON MATERIAL CULVERT HOLE USE L2 ALWAYS
I N L2 Apply the Following Analysis to Determine Actual"d"and"V"
j j 1 --- Li d= flow depth= 0.31 ft
1 STONE FILLING(FINE) CL.A 3 X D° 4 x D. Area(A)= B'd+M'd2= 0.60
trI ---- - Perimeter(P)= b+2d'(M2+1).5= 2.96 DATE
LL 15 �, ;i , i 7 2 STONE FILLING(LIGHT) CL.B 3 X D° 6 x Do R= A/P= 0.20
' 4\ i ; 3 STONE FILLING(MEDIUM)CL 1 4 X D° S x D VpR= V Permiss'R= 0.40 SEPTEMBER 25, 2023
t �; V= Flow Velocity= 5.30 fps REVISIONS
4 STONE FILLING(HEAVY) CL.1 4 X D 8 x D.
w 10 t I •
I h , ° Q= design flow= 3.18 cfs check Q: OK
> i I`-L . ` 5 STONE FILLING(HEAVY) CL 2 5 X D° tax D° 1 CHATHAM CO.REVIEW 10/16/23
Check Ditch Velocity for Lining:
;;I I ';' 1 ;I;;;;; 6 STONE FILLING(HEAVY) CL.2 6 X D° 10 x De Vp= 2.00 fps Vactual>Val low,Find Temp Lining
8 '2 3 ' 0 i',;;i l i 1 7 SPECIAL STUDY REQUIRED(ENERGY DISSIPATORS;STILLING Vactual= 5.30 fps
-C11 I II
rl'
I ,,I 1 1 BASIN OR LARGER SIZE STONE).
1 I ` Determine Temporary Liner _
I I; .yam : I I' 1 1, , •I Recalculate with Liner: -
I p• 24'i'1 I I I Liner Material=ACF Double Net Excelsior ECRP Tshear stress= Shear stress= g'd's
o' s 10° Ts 20 25' Average Minimum n= 0.026 From ACF Specifications g= density of water= 62.4 lb/ft3
DIAMETER(Ft) Classification Diameter(in) Stone Class Thickness(in) Base Width(B)= 1.00 ft d= flow depth= 0.35 ft
Fine 3 A 12
Light 6 B 18 M= 3 S= channel slope= 4.30%
Zone= 1 Medium 13 1 24 Ditch Slope(S)= 4.30% Tshear stress= Shear Stress= 0.95
Heavy 23 2 36 T allow(Td)= 2.13 psf Compare Tshear stress to Td:
Apply the Following Analysis to Determine Actual"d"and"V" T allow(Td) 2.13
Equations Summary d= flow depth= 0.35 ft Tshear stress= 0.95
L=See Table Length of Apron= 6 ft Area(A)= B*d+M*d2= 0.73
W1=3 x Diameter Width at Pipe,W1= 5 ft Perimeter(P)= b+2d'(M2+1).5= 3.23 Tshear stress<Td=>OK
R= A/P= 0.22
Width at end of Apron,W2=
W2=Diameter+0.4'L (defined channel) N/A ft V= Flow Velocity= 4.37 fps Summary
Width at end of Apron,WZ= Q= design flow= 3.18 cfs check Q: OK Temporary Ditch Liner= ACF Double Net
W2=1.25 X W1 (undefined channel) 6 ft
Classification= FINE
NCDOT Stone Class= A
Min.Thickness= 12 in
R.-1z TAYLOR
LAND CONSULTANTS.PLLC
License#P-0829
1600 Olive Chapel Rd.,#140
Apex,NC 27502 [phone]
SHEET TITLE
EROSION
DETAILS
SHEET NUMBER
D-03

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2, Provide drip pans under any stored equipment. ii; ;4 s� ■ a
activity being considered compliant with the Ground Stabilization and Materials Handling 'j%"-jl .. Y " ','
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the r ar lw ,,or7 "`'''
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The I I,I WPM
project. 11 k ioI„ioi ai
permittee shall comply with the Erosion and Sediment Control plan approved by the ._ i6___„_of - ..;
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 j1•z z,z,10 _lit «nTIE.-DIA
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). g MAW�
5. Remove leaking vehicles and construction equipment from service until the problem e� .�.•.a, �R• Wood.NI
M�. "•..m.msp .n
SECTION E:GROUND STABILIZATION has been corrected. I I
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products I I
Required Ground Stabilization Timeframes a.eu m.K.tsna lien NPDES Stormwater Discharge Permit for Construction Activities NCG01 NCDENR/Division of Water Quality
to a recycling or disposal center that handles these materials. . . a.n„mn runs ma•"� FAMEA s ( ) v
Stabilize within this ypg�p ""
Site Area Description many calendar Timeframe variations BELOW GRAD VASHDI IT CTRI IrTI Pr ABOVE(IRAs R ilpi T STRIIOTIIRr
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE R$y[
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. NEW STABILIZATION TIMEFRAMES
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS (Effective Aug.3,2011)
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) HighWater waters unless no other alternatives are reasonably available. and state waste regulationsapprovedSITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
Quality solid and at an None facility.
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than If slopes are 10'or less in length and are p Perimeter dikes,swales,ditches,slopes 7 days None PROJECT
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two CIV High Quality Water(HQW)Zones 7 days None
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
y If slopes are 10'or less in length and are
be pumped out and removed from project. Slopes steeper than 3:1 7 days
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE P P p ] not steeper than 2:1,14 days are allowed.
ditches,perimeter slopes and HQW Zones 1. Do not dump6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
e Areas with slopes P paint and other liquid waste into storm drains,streams or wetlands. DEVELOPMENT P LAN
( ) 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. ` Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length.
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 76 D E LIA LN. - LOT 2 - R
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 P ITTS BO RO NC 27312
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. 1
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 All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones.
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
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. CLIENT/OWNER
I
•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 NELU & LISA SKU M PIJA
•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 151 HAWFI ELD,
•Rolled erosion control products with grass seed available. accidental poisoning.
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 PITTS BORO, NC, 27312
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spillr or cleanak into immwells,stormwater drains,ground water
or surface water. If a spill occurs, 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 Varieties Adaptation
specie°°""m""
3. Apply flocculants at the concentrations specified in the NC DWR List ofApproved as vegetative,physical or chemical coverage techniques that will restrain accelerated - AaapmlloB Shade "" �" °� '
PP Y P PP g p y g q HAZARDOUS AND TOXIC WASTE Cool Season Grasses: Drought Weer "°""00°en Height
r�q *ADDITIONAL SODDING DATE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. xe""`kyeingre abie"e' Mn""'ei"° g d "" SEPTEMBER 25, 2023
1. Create designated hazardous waste collection areas on-site. g d g , good , 2s.a • INSTRUCTIONS CAN BE FOUND
4. Provide pondingarea for containment of treated Stormwater before discharging r Il es=eblene Fax,,,F,Brook"on, and
ro,
g g 2. Place hazardous waste containers under cover or in secondarycontainment. Falcon,n•Ie m, e o Piedmont cod IN SECTION 6.12"SODDING"OF
offsite. Galay,Houndog. '� g°w THE NCDEQ DEMLR EROSION
+_f 3. Do not store hazardous chemicals,drums or bagged materials directly on theground. agn.r,olymp=,Rebel „,,,gag,,,, , g°,a ge
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 1 , NORTH CAROLI NA gg u P�� „ g d excel. se AND SEDIMENT CONTROL
p P - Tell ea=ne/xentnd Mountain, REVISIONS
� Environmental Quality .um and Piedmont ,, ° g�a - PLANNING AND DESIGN MANUAL-
or surrounded by secondary containment structures. g•°n g
Warm Beason Grasses: zori.•.se�� b,. tar e.<.I. t.s • 1 CHATHAM CO. REVIEW 10/16/23
Hyena aermnaegreaa v.mgnt rf.,aE TO,,v Pieamom e,d Aawt'e o<m c wm.�.,,a,NERDS sellae..<.Acae. .
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLINGII aregreen Goamel%Bin MAINTENANCE NOTES:
EFFECTIVE: 04/01/19 znysiagmee Eme eW,Me er Pedmont ene seBp p.I.Gp�TslrOate�lmne�=.a=t�gr�mmisfo lime I) �QAEMO �IN THE rertilizm.sousesnmayce=onann:abrtM1estare:oil reshne lab orarepnaule
Coastal Plain aomecW lab"alory Wonvetim ovfrm,44le"wg is available from she ZONE AND PREVENT DORMANCY OF SOD.WATER
Candpedegress No improved varieties Piedmont and Agronomic Division of the North Carolina Department of Apiculture or the MORE DURING SUMMER MONTHS.
Coastal Plain Apielnunl Extmsim S"v ice.tVM1"e soloing must Ix plemea wilhow soil ADO NOT
St.Auguslnegress Ralegh PCioeadsmtaol ntP kenind le s•,,PthWe efeo,aiozxed'i vagp slo=ilw ammmr.dl mIlmevwlst monaey abs ea,ruomse,o,fewt:tow/eae(I W INI.000 REMOVEMORE THAN 1 OFSH
OOT INANY MOWING.MAINTAIN GRASS HEIGHT BETWEEN
2-3 INCHES UNLESS OTHERWISE SPECIFIED.
5)AFTER FIRST GROWING SEASON,
ESTABLISHED ,
'A la,ge number a ended..exiet�nnenn enPPfiem one your brut SOD REQUIRES FERTILIZATION;TRECOMMENDATIONS.
MAY ALSO REQUIRE
Agricultural Extension office for recommendations. •FesYlllzer at a rate of IAI,lb/acre(25 lb/1.00ofl)of 10-10-10 in fall or LIME.FOLLOW S011,TEST RECOMMENDATIONS.
5-10-10 in spring.
Equivalent nntlients may be applied with other rertiliZer formulations.These -7- -7-1
PART III PART III ~ ° ante am sti la be syreaa runt M1 a onto l-rn we ) I 1a;a<d"II'a3) ew'wa
PART III .Q°°1t .. t� h f sou by dlskmg se,l g m ,r am le -�_ m.
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING topsoil is applied,follow speciRcations given in Practice 604
, .TOpsoM, - 1 - T - ",ate am��;°m,�,ata
I 1
T mot 1"l.ymg soa we ule a smfa r a a m, n Mm=hm �` I
and clods larger than he 0 d' Fill level lox spots in J
SECTION A:SELF-INSPECTION SECTIONC:REPORTING OJ_ omeIomoiaslmding ter.Rekeorbero c ilemohie.easmoow ,, co,,,,,,SECTION B:RECORDKEEPING t4»; anal elfin gmae "e
mmmmmmmm
Self-inspections are required duringnormal business hours in accordance with the table 1.Occurrences that must be reported ( w ° 11 g m d IH"°
P q 1.E&SC Plan Documentation ____._ _i complete soil preparation by rolling or adtipacking to film the soil.Avoid
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: wwg S,,,T egwpmmlm We ama.prt=n1 ly xhm me anR is wet.as Ma
---,,--
personnel to be in jeopardy,the inspection 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 mar=aw ex=wanr=omp don. ne m e it a s=wr rnr he aoa to t ke
P 1 P ya p (a) Visible sediment deposition in a stream or wetland. ' •root I
which
re t r than e to inch orm the i s de of normal dition,whe rs,the self lost action sha�l be p g (b) Oil spills if: -�� n (p� i I I I
p P q approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
g p The followingitems pertaining to the E&SC plan shall be documented in the manner
▪1
performed upon the commencement of the next business day. Any time when inspections described.
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, EirIEF=P° m• g '„
• They are less than 25 gallons but cannot be cleaned up within 24 hours, etto n�AMeomvw
Item to Document Documentation Requirements
Frequency • They cause sheen on surface waters(regardless of volume),or -� DETAIL NUMBER
(a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy �--_ SODDING INSTRUCTIONS Inspect (during normal Inspection records must Include: • �� 2019-001
business hours) 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). .•..r SHEET 1 of1
(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
"zero." The permittee may use another rain-monitoring device installation.
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, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed initial and date a copy of the approved E&SC 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
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifications.
ameofthe person performing the Inspection, After a permittee becomes aware of an occurrence that must be reported,he shall contact
outfalls(sDOs) and within 24 3.
(d) The maintenance and repair Complete,date and sign an inspection report. the appropriate Division regional office within the timeframes and in accordance with the
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC Measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, other requirements listed below. Occurrences outside normal business hours may also be
24 hours 5. Indication of visible sediment leaving the site, have 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
(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 858-0368 or(919)733-3300.
site 7 calendar days of the following shall be made: .. ,% �%g t>•g�-t2^ RIP RAP APRON
report to indicate the completion of the / �%� ,�.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. -�4 . ',%�`%.�11 .;r j�
hours of a rain the site limits, _ Occurrence Reporting Timeframes(After Discovery)and Other Requirements it •2Ti►•%�{�z�l
Ai o �I• ' h fi
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. A •f��,�1=t%�j• mot_ �� A
24 hours 3. An explanation as to the actions taken to control future fir•
deposition in a • Within 7 calendar days,a report that contains a description of the • -- -A' p iv
releases. 2.Additional Documentation �� '
6 streams or At least onceper If the stream or wetland has increased visible sedimentation or a
stream or wetland sediment and actions taken to address the cause of the deposition. - �t -04 .•�0 0-
O In addition to the E&SC Plan documents above,the followingitems shall be ke ton the --defirli, L$4 ,r •
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction P Division staff may waive the requirement for a written report on a �. r t
or offsite and within 24 activity,then a record of the following shall be made: site case-by-case basis. PIPE % ' I t*-04 -
Y gr.%, %1 ��."fie-{ �% MAINTENANCE NOTES:
(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 • lithe stream is named on the NC 303Id1 list as impaired for sediment- -_ M.i� . i t!t.�"Cji� A I I)INSPECTRIPRAPOUTLET STRUCTURES WEEKLY AND AFTER
accessible) event P 1.0 inch in 2. Records of the required reports to the appropriate Division { ��•
q PDivision provides,site-specific exemption based on unique site conditions that make this related causes,the permittee maybe required to perform additional \ j<.� ,��%� k.%. .�{% 1 BELOWCANT RAP PAST TO SEE IF IMMEDIATELY
MAKE
A
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit requirement notpractical: monitoring,ins inspections ore I more stringentpractices if staff --,.2`�� 4%• f..30.1. Ai, / THE RIP RAP HAS TAKEN PLACE.IMMEDIATELY MAKE ALL
of this permit. q P apply g t�lOit .,{' .I. �1 NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
p determine that additional requirements are needed to assure compliance '%.�:��%��. �' • � �• 2)IF EROSION IS EVIDENT PAST RIPRAP OUTLET PROTECTION PAD
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC
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 conditions. '• S••% '••,.., DUE TO RUNOFF DISCHARGING FROM PIPE,INCREASE DIMENSIONS
10 ,.-ke ��%•• OF RIPRAP PAD PROVIDED SPACE IS AVAILABLE WITHIN THE
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification • .0',. "' APPROVED LIMITS OF DISTURBANCE,
activity,construction or redevelopment,permanent (b) Records of inspections made duringtheprevious 30 days. Thepermittee shall record release of shall include information about the date,time,nature,volume and PLAN VIEW -
P Y DESIGN NOTES:
ground cover). the required observations on the Inspection Record Form provided by the Division or hazardous location of the spill or release. 1)L=THE LENGTH of THE RIPRAP APRON.
2. Documentation that the required ground stabilization substances per Item 2)d=1.5 TIMESNTHEOF MAXIMUM STONEAPRON.METER BUT NOT LESS
measures have been provided within the required a similar inspection form that includes all the required elements.Use ofTHAN INCHES. TAYLO R
1(b)-(c)above 3
timeframe Oran assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if - )IN A WELL-DEFINED CHANNEL,EXTEND THE APRON UP THE
(C)Anticipated • A report at least ten days before the date of the bypass.,if possible. L � CHANNEL BANKS TO AN ELEVATION OF 6 INCHES ABOVE THE
soon as possible. a�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 ANTS.PLLC
NOTE:The rain inspection resets the required 7calendar day inspection requirement. �.o WHICHEVER Is LEss. -
122.41(m)(3)] effect of the bypass. 4)A FILTER BLANKET OR FILTER FABRIC MUST BE INSTALLED
(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. PIPE �� �.,t'�.{% �iy.{ BETWEEN RIPRAP AND SOIL FOUNDATION. License#P-0829
maintained for a period of three years after project completion and made available bypasses[40 CFR • Within 7calendar days,a report that includes an evaluation of the ` FO•%o{z l 1600 Olive Chapel Rd.,#140
upon request. 40 CFR 122.41 �. kst '4
P q ( ) 122.41{m)(3)] qualityand effect of the bypass. �I II I- d �• �� L 919 g01 1104
vP d ;, '; W,. Apex,NC 27502 )
(e)Noncompliance • Within 24 hours,an oral or electronic notification. -rr 111 ll�l TIn M400. �{�k, 1 II HEW,'
� �
with the conditions • Within 7 calendar days,a report that contains a description of the '74 ] ' -I1, I - - - l''
of thispermit that noncompliance,and its causes;theperiod of noncompliance, "'�"'="TEIIWlr
Pp FILTER SHEET TITLE
may endanger including exact dates and times,and if the noncompliance has not n SECTION'A-A'
FABRIC
health or the been corrected,the anticipated time noncompliance is expected to EROSION
environment[40 continue;and steps taken or planned to reduce,eliminate,and CHoa HAM Cournl'aI'Y
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). �� MT. ,NUMBER
• Division staff may waive the requirement for a written report on a _� STANDARD PIPE OUTLET(DEFINED CHANNEL) 2o DETAILS
case-by-case basis- .......,...c........,.....,, SHEETET I 1 of 1
°;-, NORTH CAROLINA
.;.f'Environmental Quality SHEET NUMBER
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 D-04

I
8-O°MAXIMUM T MAINTENANCE NOTES:
I- VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST FILTER OF 1 INCH DIAMETER /\ D INSPECT DIVERSION DITCH WEEKLY ANDA ER SIGNIFICANT RAM TOP RIM
_� #57 WASHED STONE '.n;Y1#)'5#,I';'.'•`♦•°'::.-I'''If 94 EVENTS FOR EROSION AND GRASS ESTABLISHMENT.REPAIR EROSION, OF DITCH• S ry REMOVE SEDIMENT,AND RESTABILIZE DR CH AS NEEDED TO MAINTAIN THE
ae2 . DESIGNED CARRYING CAPACITY. 2'-0"MIN.
u40.6 44 A{ . °° 2)CHECK DAMS,WATTLES,OR OTHER APPROVED MEASURE MUST BE
�♦♦•Ij,'•S♦%�♦� ♦♦ • '•
• .... • SILT FENCE FABRIC TO OVERLAP . 2 o INSTALLED WITHIN DITCH. :IIJ III I 18"
�,. 7 SILT FENCE FABRIC•�•,•�♦@••♦•♦p♦41t HARDWARE CLOTH BY 12 INCHES 0 80 o STEEP CUT OR FILL SLOPE
MINIMUM 10 GAUGE 0411 °o °o° lL 4 4,P
♦ P♦ INSTALLED TO SECOND •.• 141 ♦4 -ilT>'I
DNE WIRES ••♦�,,II �a♦•• WIRE FROM TOP ♦ j♦♦1i♦,@y� MINIMUM 12 GAUGE .•{ ,1r .2:174 i '4 {, • '{ 7# 73 _- '
.71� :1 9 :i,:n. 2' \i;?'f�s•t1o; .s.'•Inc•• "° ° 3:1 SLOPE
_ 4. OwA @.iS•,7 7 yLSd♦OA♦S4./ISO� ���O w•�y• 4•♦ INTERMEDIATE WIRES STEEL FENCE POST �� �S - - - - - - I I J (MAXIMUM)
I.REMOVE SEDIMENT WHEN HALF HEIGHT `�'• ,. y1 N / 44 ♦� >.♦ N
♦ ♦♦ WIRE FENCE HARDWARE ON IMRE CLOTH -
SILT FENCE FABRIC STEEL FENCE POST
NCE
OF SILT FENCE. I II II I Ilk ll ll 111 ll'�1=�I I�,11 1= I-nIu1L�l�l IL I=I�IKn= 'B B=p, ��S�I�RADE HARDWARE CLOTH I ON WIRE FENCE
CROSS SECTION A-A
2.REPAIR OR REPLACE FENCE 8 n I- I PLAN VIEW NOTE' STABILIZE DIVERSION DITCH WITH TEMPORARY
IMMEDIATELY WHEN TEARS,HOLES, II, F I FILTER OF 1 INCH DIAMETER
II. = M 57 WASHED STONE :FTII USE SILT FENCE OUTLETS ONLY WHEN SEEDING AND EROSION CONTROL MATTING.
SAGGING,COLLAPSE,OR OTHER P DRAINAGE AREA DOES NOT EXCEED 1/4
DEFICIENCES FOUND. - II= FRONT VIEW I ACRE AND THERE IS A LOW AREA. USE
3.THE DESIGN LIFE OF A SYNTHETIC SILT n _ S If FLOW DIRECTION I 1E" AS A REPAIR OF SILT FENCE FAILURES.
FENCE IS APPROXIMATELY 6 MONTHS. II 11 II III ���
DETERIORATED SILT FENCE MUST BE I l 0B-1I: _ .� vs I _GRADE I.�STEEL FENCE POST SET�J UPSLOPE TOE PL • POSITIVE GRADE 1.09.MAXIMUM
REPLACED. STEEL POST B R0 II.N.I AIR II II' 6° HARDWARE CLOTH MAXIMUM 2 FEET APART WIRE FENCE
lid
SIDE VIEW T /// '/f
GENERAL NOTES: WOVEN WIRE FABRIC
1.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 I I
ACRE PER 100 L1NFAR F7 OF FENCE AND NEVER IN AREAS OF SILT FENCE FABRIC II ,qp, p, ,q� ,p�,
CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS. U j t ___ Pf\\�p'\�f ,�"+\bf\,X'✓!\\�f'\AP�pAp �+.'I
2.NEVER INSTALL SILT FENCE M WETLANDS UNLESS APPROVAL HAS SILT FENCE ,. d@22221m22\\ IMITI\eGULKLXL:IXIIIIIMIL L RINSER 11 SIDE SLOPES TOP RIM OF DITCH TOP RIM
°o FABRIC --<.....{\f.�f\ e'"\e�"�°/\!!"\'�f�"��R?1./ �' 3:1 MAXIMUM 2'-0"MINIMUM
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES. MAINTENANCE NOTES: '@\\ "\.® �@•®\�+✓6..p"\@•�$' ' ( )
1 •ERLAP'i�J.� e�.✓\., "\,!�`Y,ti,,✓\y.,!\,I OVERLAPS"
3.OVERLAP 12 INCHES WHEN SPLICING FABRIC. O I.REMOVE SEDIMENT WHEN .d ••12 \ 1
E z lye \@fp\�f!�f.Ne, f.� ),�0ff@,.,ff. l\ l\ l\
a.CURL EACH END OF FENCE UPHILL IN A"7"PATTERN TO PREVENT END QQ HALF HEIGHT OF STONE. INCHESpl\R+j@g;A .:,C.!✓�f�f'?IO�R+,ij ✓� Ib INCH 5 - \ \\\\\
FLOW. yc�" V REFRESH STONE THAT QT7-♦��f�f✓2f22 2127%q,�' 7.2222!,ry, �fpp\� MM0 a0Eil1'E PROJECT
5.ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12 Q BECOMES CLOGGED WITH GRADE \\i •2 A\`iiii ini%i✓A..!!a\�`iiiit
INCHES OF NCDOT#5 OR#57 WASH STONE WHEN FLOW WILL RUN -* SEDIMENT/DEBRIS. R 1= Y 75.2. < /. . 8 Y� y aB 11 1' STEEP CUT OR FILL SLOPE ^t "9, "® N. "A A, N. N. N. ", N. N. N. N. A
PARALLEL TO TOE OF FENCE." 2.REPAIR OR REPLACE FENCE c %71 !! 0 E {�\ _ _ I y R K V -is
6.FOR REPAIR OF SILT FENCE PAILURES,USE SILT FENCE OUTLET DETAIL COMPACTED FILL AND HARDWARE CLOTH 1 4"'" ""'•""" •""""•` 1 't- i B YN `., "® CN N. "® N. "® '� As "& N. N. N. N.
IL 1F41 kJl B'1,S�Jl B B ��
2018-014. IMMEDIATELY WHEN I 1 Ilklf II'41-L I - T-1i°II�Pll A�1L II 'Far "® y\ N. N 'o, N N N. N. N. N. N. N. N. N.
6°MINIMUM COVER OVER SKIRT III Ii �Ik'l0 II Ilk
7.HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE. I DEFICIENCES FOUND. 1 IIkII..IL=�I R Ilkll=11.i
1 ANCHOR SKIRT AS DIRECTED BY ENGINEER - 1 LI
kii- U LI -HENRF•Mf=�'
II=11�1 NOTE' II-II�II-�I
BURY WIRE FENCE,HARDWARE CLOTH, "
U^yl SIDE VIEW N Iy.L FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO O-' PLAN VIEW
THE TRENCH
CHATHAM COUNTY CHATHAM COUNTY CHATHAM COUNTY
-� STANDARD SILT FENCE DETAIL 2BIR.BI3 Ea �� STANDARD SILT FENCE OUTLET DETAIL NUMBER
- STANDARD TEMPORARY DIVERSION DITCH DETAIL 2018-009 ER
meieu„EU PROTECTION DEPAn"ea, SHEET 1 of 1 %MM„E°PROT.!ION DEP.R.NExT SHEET l of 1 SHEET 1 of 1
WATEu„zo.w,snoNDEPAE,xea,
DEVELOPMENT PLAN
76 DELIA LN. - LOT 2 - R
PITTSBORO, NC 27312
SANDBAG "Z.PEE, ''"" T..a„"c N".'.,"E
+Drn.,PLASTIC LINING I' re
EMic,Asnc ..,
NOTES' - = SECTION A-A
J. NOT TO SCALE "co.
" eHEo,"comE
SECTION B-B
1.TEMPORARY SILT DITCH TO BE USED WHERE TOE OF FILL SLOPES EXCEEDS 3 FEET IN VERTICAL LATH AND HOT TOSCALE `ASHOLI Al
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. FLAGGINGIES -IIII=_IIII=III' BERM
.�"�Et T i-Y a 6.
ANCHOR UPSLOPE OF THE BERM. ONE-HALFo =
PLACEMENT FOR PROPER SOIL CONTACT. +a MINIMu -
2.SILT SHALL BE RECONSTRUCTED
RUC SILT DITCH M ED IPLL. O e m=B" .
.,� 3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. � � � O J� ,
MIN.2" ANCHOR IN 6"X 6"MIN.TRENCH r___11 c°a EissaxnSTAPLING PATTERN AS OVERLAP sANDeAG V R L __J
PER MANUFACTURERS a� - AND STAPLE AT 12"INTERVALS. RE.E WAS„RECOMMENDTAIONS , A11111111 MIN.6"OVERLAP. VARIES OI ' ter}-A.W.M"E CLIENT/OWNER
.A � 2'MINIMUM O' /� NOT PTO ,ami r,nsnc urvmc xoT.o scue ,T.N °ETA1L
�+ STAPLE OVERLAPS MAX.5"SPACING. WASTE MATFRIAI• COMPACT,SEED&lIPP
1 TYPE"ABOVE GRADE WITH STRAW sALEs
- l I F MULCH AFTER CONSTRUCTION OF DITCH �O�-MO BERM omi wsncuxm
I(R�(yp���� NELU & LISA SKUMPIJA
BRING MATERIAL DOWN TO A LEVEL (('OOT <.11..-,:...':'''\ f
,omn PLASTIC LINING TYPE"BELOW GRADE" �� VV 151 HAW FIELD,
DO NOT STRETCH BLANKETS/MATTING AREA,TURN THE END UNDER 4'AND 3 " 0000 VVVV PITTSBORO,TITS B O R 7312
TIGHT-ALLOW THE ROLLS TO CONFORM TO ANY STAPLE AT 12"INTERVALS. INSTALLATION n W,T„T,ro REt NOTTo 6GALE + +
IRREGULARITIES. - M OLEANOLTT Noss: NOTES
6/ P� ONC2
t "'•- l 1)INSTALL SO'FROM 1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
"� "
FOR SLOPES LESS THAN 3H:1 V,ROLLS MAY BE LIME,FERTILIZE,AND SEED BEFORE INSTALLATION. 11 �-TI = - - Im- �i P I L _ - 11 I-III-III-III-III-11I-III III=111111- ,0,,,,InIUIN INLB-I'S e -o N A1U T��°
PLACED IN HORIZONTAL STRIPS. AFTER INSTALLATION. -11 I11I II ICI II ICI -1I ICI -1I 11I1-1I1-1I ICI I1 =�_r_T_�_ _�„ -I' ...ACE WATERS UNLESS 2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED ""'R°O°"
PLANTING OF SHRUBS,TREES,ETC.SHOULD OCCUR
._I1II 1- -I K+u - III I' -I-ITI-11-1 p-I" 1-11 1 I' NO ALTERNATIVE WOOD`�"`
I- RBAsoNABLYAVAE 6#),6 WITHIN 30'OF THE TEMPORARY CONCRETE WASHOUT. I I
2)CLEANOIIT WASHOUT 3.MATERIALS USED TO CONSTRUCT TEMPORARY
CROSS SECTIONAL VIEW O/ORS 754)WET CAPAEPIV. CONCRETE WASHOUT SHALL BE REMOVED FROM THE
MAINTENANCE NOTES: 'VASOOET MUST ER MADE °"'
SITE AND DISPOSED OF OR RECYCLED. IrPt DAT E
REPAIRED IMMEDIATELY.
1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.REPAIR IMMEDIATELY. 4.HOLES,DEPRESSIONS OR OTHER GROUND S E PT E M B E R 25, 2023
X 2)GOOD CONTACT WITH GROUND MUST BE MAINTAINED,AND EROSION MUST NOT OCCUR BENEATH fi X DISTURBANCE CAUSED BY THE REMOVAL OF THE
/` MATTING.REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. f', /�\ TEMPORARY CONCRETE WASHOUT SHALL BE .. ..
J 3)MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED. J BACICFILLED,REPAIRS AND STABILIZED TO PREVENT °MI PLASTIC ux xs MOT PLAN
TO SCALE TYPE-ABOVE GROUND"
C' TI' MCOUNTY CHIpi CAMCOIAITY CHATHAM COUNTY
EROSION.NORTH CAROLINA WITH WOOD PLANKS REVISIONS
�` STANDARD MATTING INSTALLATION(SLOPES) DRHUII/B10AER STANDARD DIVERSION BERM DETAIL 2B1R-DD4 ER �� STANDARD CONCRETE/PAINT WASHOUT DETAIL
BR 1 CHATHAM CO. REVIEW 10/16/23
.eT,o.,.o....000"" •
SHEET I of 1 ......®Pe ,�..�NNn SHEET 1 of 7 Ne}gy�,w„�,NneeP�„Na SHEET 1 of 1
MAINTENANCE NOTES:
MAINTENANCE NOTES:
1)INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN I.REMOVE SEDIMENT WI I EN I IALF
EVENTS.REPAIR IMMEDIATELY.
]0'-0"MINIMUM GOOD CONTACT WITH GROUND MUST BE MAINTAINED, -:-.',. .^^ I HEIGHT OF STONE AND CLEAR DEBRIS
"`-"� %'.;::::: TOP ELEVATION OF STORMWATER 0.5,, THAT COULD CLOG CHANNEL
BUT SUFFICIENT TO KEEP AND EROSION MUST NOT OCCUR BENEATH MATTING.REPAIR "" -... ...-...-...
SEDIMENT ON SIZEcL::• .31," = 2.ADD OR REFRESH STONE AS NEEDED
MAINTENANCE NOTES: AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. .��:;?`:•',:.
-" 57 WASHED STONE 1 MAX.
1.CONSTRUCTION ENTRANCE SHALL BE 3)MONITOR AND REPAIR AS NECESSARY UNTIL _ ------_ d -I I VA IIEs TO MAINTAIN DESIGN HEIGHT AND
GROUNDCOVR IS ESTABLISHED.
-$fj _ STAPLE/STAKE AT 12"INTERVALS. - CROSS SECTION.
MAINTAINED ROUTINELY TO AVOm -- - /'i4
i 5p
►IIII - �4fJ: ji.•,r•�Ir STAPLING/STAKING PATTERN AS 3.CORRECT DEFICIENCES IF EROSION
I. _ I••i : EXISTING SLOPE
I�`p. __ SEDIMENT LEAVING PROJECT. ............................. PER MANUFACIDRER$ � - -
-uT'•• �YI-¢b 4�±: _- /•/r/ OCCURSARCANT EDGESSIN OCCURSU.
-r =1F-4%•" -"'S S{'�. 2.SEDIMENT ENTERING PAVED ROADWAYS 1•i♦'i •••• q
' S IY i�1i 41 O �iN.= SPECIFICATIONS. 1 RIP-RA 4.IF SIGNIFICANT EROSION
."%• FROM PROJECT SHALL BE REMOVED //t�G/'��G�%/�✓•°- BETWEEN DAM ADD ADDITIONAL
S=i. ................................�♦ .i•ii rr.%/%%/0..... _ VARIES S. O
r-- =•.. 25-FT OR'MOTE OF IMMEDIATELY. :A1.♦♦♦••.♦•41♦1••• %� _::_:_::_:_._.ii i!%%/•i�Ii$i.... DAMS AND ENSURE CHANNEL IS
/EXISTING 4.4 2 3"STONE TO BE USED!'I• PROPOSED STREET, •1•i•.1� O1:•1g1 /��%/•i/�%�r.u. WHEN USED IN CONJUNCTION PROPERLY STABILIZED WITH
♦ ••1 •10.1• /„... //�..•:' WITH CI-IEcx DAMS OR SIDE MEW
ROADWAY "TWO?(SURGE STONE OR RAILROAD BALLAST) WHICHEVER IS
1,...,4♦��41b♦1�1�1i-j• .........-j%govoroclogir EXISTING STABILIZATION LINER.
71:4 ri 'eilt:034, ; r,.wre�.Ir.#44,4�.042#1r♦,12,4"•,. ii%.%/•%%.%%%...I..i.„. FIRST.
INSTALL MATTING _-- SLOPE EXISTING
I • • •. • ' •1 j1.ij11♦1•j1111//14:, .. . .................
iiiii i /�•.%ii../%.%•%1••.=
Y• ' r7 r I 2 "1 ......................................................11 � IIi•�%./ oRl1='lIF SLOPE II Il�l:ll11
�L 111 1 ♦1♦ L=J1
..�! T. ...ro-a' .. 1r�.::111111111111�.iii� ./////%///// LIME,FERTILIZE,AND SEED III-- VARIES �n11-�11-
PLAN VIEW DITCHES SHOUND LD
BE USED
IN ALL
1/1#4I45._ ii �%,%% BEFORE INSTALLATION. IF. Iflh' DESIGN OF SPILLWAYS
CONCENTRATED RUNOFF IS CONVEYED. Li. DRAINAGE GAR,EA WEIR(EnLENGTH
IN CHANNELS,ROLL OUT STRIPS OF NETTING PARALLEL TO THE KEYED RIP RAP 4.0
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. 1 VARIES 3 8.0
10.0
NEW �i%:_�����1•�•• II IIa L-u --�� 5 12.0
CONSTRUCTION �� . �.•�•• "'-.Il=llAll=II=IIFIIkII. #57 WASHED STONE 1 DIMENSIONS SHOWN ARE MINIMUM
- 70.-0"MINIMUM -I I�� 41•�•7�° ..1..jai ��� �����
EXISTING ROADWAY I- -I ,IIII I ',I4%, ��� ���
!� III�'` • %3. FRONT VIEW
MATII-II UtiI II, �)I-�II) Al2-INO HTRENCHIN / . STABILALAZATION L A ANDBIAREE OF EQUAL ELEVATION
II
111�II=III=III=L1- =1�I�1LLI1�Te1�1=11 1�I=III 11=1111�11.jl.ll �I1' 12-inch IS,,<1
-I IITMII IIH II- -III-1 11-n1��WWITcrl�- T - nF- ► °°° °eSp
- 6'MIN. overlap JOIN
STRIPS
ANCHORING 1111=1111_IIII=1111=111 A L B
APPLY MATTING TO BOTTOM AND sIDESLOPES OF DITCH. •°°°°
FILTER FABRIC UNDER STONE MATTING MUST BE INSTALLED UP TO AND OVER CREST OF -IIII_IIII_IIII_ °°�°°0
SIDESLOPES,AND ANCHORED IN A TRENCH AS SHOWN ABOVE. -llll_Illl_I�II I/i) ��' IIII
CROSS SECTION
PROFILE VIEW
CHATHAM COUNTY CHATHAM COUNTY CHATHAM COUN1 Y
-...........'------.. ""."......"'-
STANDARD CONSTRUCTION ENTRANCE DETAIL2818-003 ER �� STANDARD MATTING INSTALLATION DETAIL
BIB ER �� STANDARD ROCK CHECK DAM DETAIL 2818 BB28�
.,Te,.o,o "ox",..,.,�. SHEET 1 of 1 New®...,xo�N�NNN.,7 SHEET 1 of 1 "eiE1NXe°PP°T�71U° ,T SHEET 1 of I
ALL DISTURBED AREAS ISOMETRIC
::. VIEW
March 1-August 31 September 10-February 28 USE A MINIMUM OF 2 STAKES IA USE A MINIMUM OF 4 STAKES y T OP
Species Rate(lb/acre) DatesON UPSLOPE SIDE •
50# Tall Fescue 50# Tall Fescue - oN oowNSLOPE SIDE _ r T egWW
Rye(grain) 120 January 1 -May 1 to# Centipede 10# Centipede FLOWS DOWNSLOPE� WATTLE = °j DOS$
Annual lespedeza(Kobe) 50 25# Bermudagrass(hulled) 35# Bermudagrass(unhulled) i. MATTING 'O Q°e"°"%o5,
500# Fertilizer 500# Fertilizer ------ '''8'
German millet 40 May 1 -August 15 4000# Limestone 4000# Limestone °A�C
�p \
Rye(grain) 120 August 15-December 31 1 1 GROUND ;41 1 1 NOTE,
USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
WASTE AND BORROW AREAS 2)USE 24 INCH LONG WOODEN STAKES WITH A 2',2"NOMINAL CROSS -
March 1-August 31 September 10-FebruaryPLAN VIEW SECTION.
28 4)INSTALL )TO A HEIGHT R SLOPE SO FLOW BILL NOT TAYLO R
75# Tall Fescue 75# Tall Fescue WASH AROUND WATTLE AND SCOUR SLOPES,OR AS DIRECTED.
NO
Soil Amendments 5)INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural 25# Bermudagrass(hulled) 25# Bermudagrass(unhulled) MIN.2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM. LAND CONSULTANTS,PLLC
limestone and 750 lb/acre 10-10-10 fertilizer. Soo# Fertilizer 500# Fertilizer GROUND 6)PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
4000# Limestone 40()0# Limestone '�I-- FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
��,-, - L �1 7)INSTALL STAPLES APPROXIMATELY EVERY 1 DNEAR FOOT ON BOTH License#P-0829
Mulch - - 1- ` Chapel
1
II .L _111-' SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. 1600 Olive Chapel Rd. #140
Apply 4,000lb/acre straw.Anchor straw bytackingwith asphalt,netting,or a mulch Note:50#of Bahiagrass may be Substituted for either Centipede or Bermudagrass only upon request. 111- 8)AFTER INSTALLATION OF STAPLES,CHINK ANY GAPS BETWEEN
919 801-1104
pp y P u MATTING l l=_I I' WATTLE AND GROUND W11H MATTING. I Apex NC 27502 ( )
anchoring tool.A dist with blades set nearly straight can be used as a mulch anchoring V-DITCH SECTION VIEW
tool. On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add 20#of STAKES
WEAVE STAPLES THROUGH ANGLE STAKES
.SenCea Lespedeza from January 1-December 31. MINIMUM 4 STAKES MESH CASING OF WATTLE TO WEDGE
Maintenance MIN.2 STAKES ON UPSLOPE ON OOWNSLOPE 1 IA -•, WATTLE ONTO SHEET TITLE
Refers lize if growth is not fullyadequate.Reseed,refertilize and mulch immediatelyFertilizer shall be 10-20-20 analysis.A different analysis of fertilizer maybe used provided the 1-2-2 GROUND •.•.:��1 j.....I GROUND
q Ys Y P - 1j•••1•^� �'� �s t� MATING
11E1 11111111=1 ":/;:: - =I I�I 1 ..*we•:' \'•!.�/ see•
following erosion or other damage, ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a =1 =11 I I=1I/'«:;:;:i: - 1 T ITI=111- •4:1•�•" o i=li=ilali=i n MATTING _/-__., EROSION
11-I 9 =III .;e P. n =n; �n i( it it ilIIn,u
10-20-20 analysis and as directed. 1 TT " AP Es s HSTAPLES I I I '
DAL M"R"G DETAILS
MAINTENANCEPERMANENT ITI- STAPLE INSTALLMENT STAKE INSTALLMENT
JL 11_ 1)INSPEC.TPF.RhIANENT STABILIZATION WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. JL TRAPEZOIDAL DITCH
�fnL� )fr�Ll 2)REFERTRIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR CYPHER DAMAGE,REPAIRING .l.N SECTIONS CROSS SECTION
ERODED AREAS MORT°RESTABILIZATION.MONITOR UNTIL W.STABILIZATION ACHIEVED. / SECTION VIEW
CHATHAM COUNTY CHATHAMCOUNTY 3)SECTION 6.11"PERMANENT SEEDING"OF NCDEQ DEMLR EROSION MANUAL MAY BE REFERENCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS. CHATHAM COUNTY MAINTENANCE NOTE:REMOVESEDSBENT WHEN HAIF HEIGHT OF WATT!E.REPAIR AND RESTORE TO SPECIFICATIONS ABOVE IMMEDIATELY.
�� TEMPORARY SEEDING/MULCHING SPECIFICATIONS DETAILxB18-O BR �` PERMANENT SEEDING/MULCHING SPECIFICATIONS DETAIL
ER ---------.-------
STANDARD WATTLE DETAIL
SHEET NUMBER
"o„oa,,,,L, SHEET 1 of I New®P,�onoxo.Nn.... SHEET 1 of 1 EXSXe° SHEET 1 of I
D.05