NCC232805_MODIFICATION Supporting Doc (LOT 43 Confirmation)_20240130

From: SVC DONotReoly-DEOPermits
To: Neil R Uldrick
Subject: NC DEMLR-FROF Application Approval with Modifications Needed CRM:0104044
Date: Tuesday,January 9,2024 11:12:20 AM
Attachments: GUILF-2024-0103 Rosemary Glen Phase 2.odf
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North Carolina Department of Environmental Quality
Division of Energy, Mineral & Land Resources
Land Quality Section
Roy Cooper
Governor
Elizabeth S.Biser
Secretary
William Vinson Jr.(Acting)
Director
01-09-2024
DR Horton, Inc.
4150 Mendenhall Oaks Parkway
High Point, NC 27265
RE: Project Name: Rosemary Glen Phase 2
Acres Approved:3.48
Application ID: PA-002063
Permit Number: GUILF-2024-0103
Address: NC HWY 61
City:Gibsonville
County:Guilford
River Basin:Cape Fear
Stream Classification:NSW: Nutrient Sensitive Waters;WS-V:Water Supply V
Plan Type: New Plan
Dear DR Horton, Inc.,
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable with modifications and
hereby issue this Letter of Approval with Modifications. The Certificate of Approval must be posted at thejob site. This plan approval
shall expire three(3)years following the date of approval,if no land-disturbing activity has been undertaken,as is required by Title 15A
NCAC 413.0129.
As of April 1,2019,all new construction activities are required to complete and submit an electronic Notice of Intent(eNOI)form
requesting a Certificate of Coverage(COC)under the NCGO10000 Construction General Permit.After the form is reviewed and found to
be complete,you will receive a link with payment instructions for the$120 annual permit fee.After the fee is processed,you will receive
the COC via email.As the Financially Responsible Party shown on the FRO form submitted for this project,you MUST obtain the COC
prior to commencement of any land disturbing activity.The eNOlform may be accessed atdeq.nc.gov/NCG01. Please directquestions
about theeNOlform totheStormwater Program staffin the Raleigh central office. If the owner/operator of this project changes in the

future,the new responsible party must obtain anew COC.
Title 15A NCAC 4B.0118(a)and the NCG01 permit require that the following documentation be kept on file at thejob site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC,once it is received.
3. Records of inspections made during the previous 12 months.
Also,this letter gives the notice required by G.S.113A-61.1(a)of our right of periodic inspection to ensure compliance with the approved
plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented,requiring protection of existing natural resources and
adjoining properties. If,following the commencement of this project,the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973(North Carolina General Statute 113A-51 through 66),this office may
require revisions to the plan and implementation of the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality laws,regulations,and
rules.In addition,local city or county ordinances or rules may also apply to this land-disturbing activity. This approval does not
supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial Responsibility/Ownership
Form,which you provided. You are requested to file an amended form if there is any change in the information included on the form.
This permit allows for a land-disturbance,as called for on the application and plan,not to exceed the approved acres. Exceeding the
acreage can be a violation of this permit and may require a revised plan and additional application fee. In addition,it would be helpful if
you notify this office of the proposed starting date for this project.
General Comments:
1.Please notify this office prior to your pre-construction conference for this project by calling(336)776-9800 and asking to speak with
the Land Quality inspector for your county.Permission must be obtained and granted from NC DEQ DEMLR prior to the removal of any
ESC measures.[GS 113A-51,15A NCAC 4B.0120]
2.Any off-site borrow and waste required for this project must come from a site with an approved erosion control plan,a site regulated
under the Mining Act of 1971,or a landfill regulated by the Division of Solid Waste Management. Trash/debris from demolition activities
or generated by any activities on site must be disposed of at a facility regulated by the Division of Solid Waste Management or per
Division of Solid Waste Management or Division of Water Resources rules and regulations. [15A NCAC 4B.0110]
3.Additional measures may be required-The applicant is responsible for the control of sediment on-site. If the approved erosion and
sedimentation control measures prove insufficient,the applicant must take those additional steps necessary to stop sediment from
leaving this site. [15A NCAC 4B.0115]
4.The NCG01 has a$120 yearly fee and our office often receives closure inspection requests days prior to yearly NCG01 fee payment
due dates. Be advised the project requires a closure inspection report by DEMLR prior to filing the Notice of Termination(NOT)to
terminate NCG01 coverage. The closure inspection should not be requested until after the site has achieved full vegetative stabilization
and measures have been removed. The removal of temporary ESC measures,including basins,requires prior approval.Often,a full
growing season is necessary between initial seeding/mulching and removal of measures. Please plan your construction accordingly to
avoid contacting our office prematurely for a closure inspection. Also be advised you may be asked for representative site pictures prior
to a closure inspection.[General Comment]
Your cooperation is appreciated.
Sincerely,
Nicole Chiles, El -Assistant Regional Engineer
Winston Salem Regional Office
North Carolina Department of Environmental Quality
Division of Energy,Mineral&Land Resources
Land Quality Section
Attachments:Certificate of Approval

North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
Winston-Salem Regional Office 1 450 West Hanes Mill Road,Suite 300 1 Winston-Salem NC,27105
336-776-9800
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state
official.
CAUTION: This email originated from outside of the organization.Do not click links or open attachments
unless you recognize the sender and know the content is safe.

CERTIFICATE OF PLAN APPROVAL
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The posting of this certificate certifies that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environmental Quality in
accordance with North Carolina General Statute 113A — 57 (4) and 113A — 54 (d) (4) and North
Carolina Administrative Code, Title 15A, Chapter 413.0107 (c). This certificate must be posted
at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A,
Chapter 413.0127 (b).
Rosemary Glen Phase 2
NC HWY 61 Gibsonville, NC 27377
1/9/2024 GUILF-2024-0103
Date of Plan Approval Project Identifier
Certificate of Coverage Number:

Book 8781 Page 774
BK: R 8781
PG: 774-777 NC FEE$26.00
RECORDED: 2023053489 STATE OF NC
11/21/2023 GUILFORD COUNTY, NC REAL ESTATE
11:46:58 AM JEFF L.THIGPEN
ASSISTANT-GB
REGISTER OF DEEDS EXTX$8960.00
BY:SHEIKA WASHINGTON
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $AS, q 10 0.00
Parcel Identifier No: 237828, 237829, 237830, 237831, 237891, 237890, 237889, 237888, 237887 and a Portion of
104263
Verified by County on the day of 20_
By:
This instrument was prepared by: Bagwell Holt Smith P.A. (without title examination)
This instrument prepared by Christopher A.Crowson,a licensed North Carolina attorney,delinquent taxes,if any,to be paid by the
closing attorney to the County tax collector upon disbursement of closing proceeds.
Grantee's address (return to): 2000 Aerial Center Parkway, Suite 110, NC 27560
THIS DEED is made this *lay ofNOdIMbel , 202, by and between
GRANTOR GRANTEE
FORESTAR (USA) REAL ESTATE GROUP D.R. HORTON, INC.
INC., a Delaware corporation a Delaware corporation
3330 Cumberland Blvd., Ste. 275 2000 Aerial Center Parkway, Suite 110
Atlanta, GA 30339 Morrisville, NC 27560
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto Grantee in fee simple,all those certain lots or parcels
of land situated in Guilford County, North Carolina, and more particularly described as follows (the "Property"):
SEE ATTACHED EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.
All or a portion of the Property does not include the primary residence of a grantor.
submitted electronically by "Bagwell Holt smith P.A."
(00054464.in compliance with North Carolina statutes governing recordable documents
Printedby/and the terms of the submitter agreement with the Guilford County Register of Deeds.

Book 8781 Page 775
TO HAVE AND TO HOLD the Property unto Grantee, its successors and assigns forever, together with any and all
improvements, rights, liberties, privileges, hereditaments and appurtenances thereunto belonging, in fee simple.
Grantor covenants with Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the
limitations, covenants, easements, conditions and restrictions set forth in Exhibit B attached hereto and incorporated
herein by reference.
IN WITNESS WHEREOF, Grantor has duly executed the foregoing as of the day and year first above written.
FORESTAR (USA) REAL ESTATE GROUP INC.,
a Delaware corporation
Print Name: Andrew D. Harris
Title: Vice President
STATE OF TEXAS
COUNTY OF WILLIAMSON
I certify that the following person personally appeared before me this day, acknowledging to me that he/she
signed the foregoing document on behalf of Forestar(USA) Real Estate Group, Inc., a Delaware corporation:
Andrew D. Harris, Vice President.
Date: November 20, 2023
Offi ial Sign ure of Notary Public
Therese Tran (Official Seal)
Notary's Printed or Typed Name, Notary Public
My commission expires: 07-18-2026 THERESE:07-18-2026
p �e'.
:°: :;��Notary Public,Sexas
COMM.
No Notary ID 137
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{00054464.DOC)NC Bar Association Form No. 3 0 1976,Revised©1977,2002
Printed by Agreement with the NC Bar Association- 1981

Book 8781 Page 776
EXHIBIT A
Tract One:
BEING all of Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25,26,27,28, 29,
30, 31, 32, 33, 34, 35, 36, 37, 38, 43, 44, 45, 46, 47,48,49, 50, 51, 52, 53, 54, 55, 56, 57, 58 and 59, shown on that
certain plat entitled"FINAL PLAT FOR ROSEMARY GLEN TOWNHOMES PHASE 2"recorded in Plat Book 213
at Pages 125 through 128, inclusive, in the Office of the Register of Deeds for Guilford County,North Carolina.
Tract Two:
BEING all of Lots 95, 96, 97, 98, 99, 100, 101, 102, and 103, shown on that plat entitled ' FINAL PLAT FOR
ROSEMARY GLEN TOWNHOMES PHASE 1"recorded in Plat Book 213 at Pages 38 and 39, in the Office of the
Register of Deeds for Guilford County,North Carolina.
(00054464.DOC)NC Bar Association Form No. 3©1976,Revised©1977,2002
Printed by Agreement with the NC Bar Association- 1981

Book 8781 Page 777
EXHIBIT B
Exceptions to Title
1. Taxes and assessments for the year 2023, a lien now due and payable, and subsequent years, a lien not yet
due and payable.
2. Title to any areas within street, highway or railroad rights of way, if any.
3. The creation or loss of land by natural or artificial changes along water forming part of the boundary of the
land; and/or title to land lying below the higher of the mean high water mark and/or the normal bounds of any body of
water; and/or riparian rights incident to any branches, creeks, streams, lakes or other waters coursing or abutting the
land.
4. Any discrepancy, conflict, access, shortage in area or boundary lines, encroachment, encumbrance, violation,
overlap, setback, easement or claims of easement, riparian right, and title to land within roads, ways, railroads,
watercourses, burial grounds, marshes, dredged or filled areas or land below the mean highwater mark or within the
bounds of any adjoining body of water, or other adverse circumstance affecting the Title that would be disclosed by a
current inspection and accurate and complete land survey of the Land.
5. Terms, provisions, options, right of first refusal, covenants, conditions, restrictions, easements,
charges, assessments, and liens provided for in instrument(s)filed for record in Book 8708, page
2688.
6. Any right, easement, setback, interest, claim, encroachment, encumbrance, violation, variations or other
adverse circumstance affecting the Title disclosed by survey entitled "ALTA/NSPS Survey for Forestar" by James D.
Whitacre, P.L.S. of Advanced Civil Design, dated May 21, 2021, last revised May 16, 2022.
7. Any right, easement, setback, interest, claim, encroachment, encumbrance, violation, variations or other
adverse circumstance affecting the Title disclosed by plat(s) recorded in Map Book 12, Page 72.
8. Deed of Dedication and Easement to the Town of Gibsonville recorded in Book 8404, Page 413, and as shown
on the Survey.
9. Deed of Dedication and Easement to the Town of Gibsonville recorded in Book 8404, Page 422, and as shown
on the Survey.
10. Title to any portion of the Land lying within the right of way of North Carolina Highway 61.
11. The correctness of the square footage/acreage computation contained in the description of the Land is not
insured.
(00054464.DDC)NC Bar Association Form No. 3©1976,Revised©1977,2002
Printed by Agreement with the NC Bar Association- 1981

ROSEFAARY GLEN TOVVNHOrVIES
LOT EROSION CONTROL PLAN
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rutcanfr DARIM�Fxtlrsfr ■ :p l C] ' I as _ ' ' -- �__..__ ___ / ® r`, f` �s12 1 f y: Guilford County, NC
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Floating Surface Skimmer American _
ExceBASIN DESIGN cc)rn an
WATER LEVEL ELEV Company
TOP DF DAM O'f.D.5CH.40 SKIMMER Earth Science Division LaBeLLa
FLOATING SURFACE g 0=
w ELEVATION PVC PIPE FLOAT INFLUENT
SKIMFMER.SEE DETAIL 5'-0 m EMERGENCY BED RetomrAendect Slsar 90' ing Between Curlex�S��dimrnF log in Channeiized Flaw Applications Powered by partnership.
Channel Spacin,g
2 ;a I jnzN �
SPILLWAY Gradi-L°•el 6 in Curlex Sediment Lou 9 it[Curiex Sudimenl Los eenProducts Curler Sediment Lag 20 in C-uric-x Sediment Lvo
ELEVATION LL=�-
1 v 05 91.7 - 136.7 183-3 250.0 939 Burke Street, Suite H
AFFLE 2 1 1 45,8 693 91,7 125.0 Winston-Salem, NC 27101
4'PVC VENT � 4•x 4'TEE 1-5 30.6 45.6 61.1 83-3
BASNBOTTOMELEVATION i 2 22-9 34.2 45-8 62,S [phone]
COMPACTED EARTH Arff A 2.5 18.3 273 36.7 50-0 IC+, `01,
EfABAINKMElNT STABILIZE OUTLET F � 3 I5-3 �7-8 30-G 41,7 T���
3.5 13.1 19.5 2t,.2 35-7 labellan
PARTIAL BASIN SECTION f'HOTCCIIDN 1 � w 4 11-5 17-1 2'-9 313 ~c•com
J/ GALVANiIEDSTL ° - 4-5 1n-2 15-2 IOA 27.8 Email:[e-mail]
RIFICEOW ROL STRAP TYPICAL "' 5 9.2 13,7 18-3 25-0
ORIFICE 5-5 83 12-4 16-7 72.7
CUT INTO 1JR08TURSED SOIL 4'1.0-SCH.41 6 7.6 I I A 15.3 20-8
FLAN STEEL POST 6.5 7-I 10-5 14-1 19-2
7 6,5 9.8 1.-3.1 17-9 F X'J ti< I I I 11)1111,I T -1
CLASSIOR2 1• WASHED STONE 7-5 6-1 9-1 1'2 16.7 \�% µ CARO /, it
ILIP.RAP (W-DOT tis OR as71 8 5,7 8.5 II.5 I5-6 tit
f
6'PVC CAP SKIMMER 6 La I- Drive steel post a minimum of24"into the ground and excavate a 6"x 6"trench up-hill along the line of the posts- t- �' r Ow K5 SA 8.0 10-8 14,7 � ..OF 10'-
lNFLUENT A°RDM LENGTH Maximum of 8'between posts with Hog Wire Fence or 6'without using fence backing- 9 5.1 7-6 10.2 13.9 � 0
5'� 2- Attach wire fence to posts and extend the bottom of the fence 8"into the excavated trench. 9-5 4-8 7.2 9-6 13-2 � . AL BASIN 10 4-6 6.8 9-2 1,5P -
INFLUENT FLOATING � 3. Artach the filter fabric to the wire fence and extend the bottom of the fabric 8"into the trench, - �C�SG -
rr 2N R 11 42 62 a; 11.4
ESIGN wATE SEE SURFACE R a SKIMMER PLAN 4, Sackfi11 trench and compact the#57 Stone or filI dirt firmly to anchor the bottom of the silt fence so that runoff is forced 12 3.8 3.7 7-6 1 n-3
LEVEL © m through the fence and cannot go Linder it- 4 MAX 13 3S 5.3 7-1 9.6 1 �
Skimmer sizing per Faircloth Skimmer guidelines; 1 Filter ,STEEL 14 33 4-9 6.5 8.9 : .e' Nc}���`'
approval by DEQ is required prior to using any alternative skimmer device L� Fabric 15 3-I 4-6 6-1 s.3 " 71 "'-• So)\.
ftlPRA?1NIET AFFLES TYPICAL LASS I OR 2;NP-RAP WITH 6 'fill
\
FIxxNEss e 16 2.9 4.3 5-7 7_II /// �'`�.5�1�� ���
PROTECTION SEE DETAIL
6•I.D-SCR-40 E 1HC Nply Steal 1 WIREFENpKG INCHES Of UPSTREAM STONE ON 17 2-7 4.0 5-4 7.4 �1► ► 11 �'�
PVC PIPE FLOAT Pest I
LIF APFJCA9LEI UPSE... FACE 18 2's 3.8 5-1 6-9 ' ��
4"WC VENT CONSTRUCTION SPECIFICAigNS' i
I.ENSURE THAT THE SUBGRADE FOR THE RLTER AND RERAP FOLLOWS THE REDUCED LIMES AND GRADES - 19 2-4 3-6 4-B 6•6
SHOWN IN THE PIAIL COMP,ICT ANY FELL REaUI RED N THE SULraADE TO THE DENSITY[IF THE 20 2-3 3A 4-6 6.3
I a Hog Wire
SURROUNDING IBY INCREASING
MATERIAL-LOW AREAS N THE° A.ti�ON FINOISTURBED SOIL MAY WOVEN nL1ER 25 1-8 17 3-7 5.O
Fence ALSO RE Fll_LFD 8YRAV E RLTETHE MUST
CGRPRAL THICKNESS- l FaaRRC 30 1-5 2.3 3.1 4.2
2-THE RIPRAP AND GRAVEL FILTER MVST COHfORM TO THE SPECEIEDGRREIlI:LLANf5541OH410N THE
4PxHMU REND PLAF;R. 3'O"' 35 1-3 I'l 2-3 3-1 T
O25x•L" 0,25x"L" 0.25x"L" 0,25xL" SP"HUH 1 FILTER CLOTH TA7EIf USED.MIST LEFT DESIGN REOUIREMEYIS AND BE PROPEFL'YPROTECTEO MIMI max 40 1-1 3.7 3 3 3-1
7771
PONMNG OR TEARING DURING INSTAL LATIONL REPAIR ALN DAMAGE BY REMOVING THE RPRAP
] j
WATER SURFACE LENGTHI•L" AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA ALL CONNEMNG 45 l-0 I-5 2.0 2.8
STN-STL-HOSE 4"PVC TEE 4'x 4'PVC TEE 2'0"
dDNTTS SHOULD OVERLAP A MINIMUM OF 1 FF.IF THE CARNAGE IS E%TEtNSHE,REPLACE THE ENTIRE 50 0-9 14 1-8 2 5
CLAMPS TYR FILTER LATH. max
GENERA;HDrES: LANNTEHANCE NOTES:
NOTE: 4'PVC FLANGE 4-RWRAP MAY BE PLACED BY EQUIPMENT.BUT TALE CARE TO AVOID DAMAGING THE FILTER Washed t#$7 Stone
1- SEDIMENT FILTEA OUTLET SHALL 8E 16I NCHES HIG&A NO I. FILTER OUTLETS SHALL BE INSPECTED B'N TLf FINANCIALLY 2:nrn:
SEE PRGIECT EROSION CONTROL PLAN FOR SPECIFIC BASIN DIMENSIONS AND ORIENTATION �4FLF-)(IBLE 5.THE MMNMUM THICISFIESS OF iHf RIPRAP SFIOLLD BE 1.5 iL41E5 ENE MAIIHMl1M STORE OPLMETER ratLOLTWV118urC}1ES RESPONSIBLE PMTY OR HIS AG"eNT RAAREDWtELY AFTER 6.FIFRAF#dAYBE HELD STONE OR ROUGH QUARRY STONE.TSHWLO BE HARD,ANGULAR,H$RLY ❑r"f O 11 dig't'" to 6" EACH RAINFALL AIBAT IFAST DAVLYDURNGPROU NDEQ L SpxinR ofCurtra SMimrn[ls}Y,s is calculs[w1 by:
1-D•SCH.40 WEATHER-RESISTANT APO WELL GRADED- labo-v�-grade 2 CLASS 1 OR 2 RIP-RAP SHALL BE USED AND OWMED WITH RAINFALL-ANY REPAIRS NEEDED SHALL BE MADE iDisl=bti-,a rLa ci batom god[op of ins a;U Curlex SWAMI LaY IA):Ch3n0d gradietx t::l 1 a IOD-Curlea SCMIM=Log Spxiog{D)
TYPICAL BASIN PLAN PVC PIPE CONTROL ORIFICE 7.CONSTRUCT THE APRON ON ZERO GRADE WITH HD UVERFAE.L AT THE END-MAKE THE TOP OF THE 2.Minimum installed W is used for dctmnlmn
R INC11E5 OF rNCDOT CS OR k57 WASHED STONE ON THE IMMEDIATELY.
gt1 C spactng sakres in RaHlc.Mtnunum ots>afl�heights of 6 in,9 in.12 in,end 2O in L11rlcx 5cdimcnr Logs arc 5-5 in,8.1 in,
COT SMOOTH CIRCULAR R]PFRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR aJCWRY BELOW Fr. UPSI-Jn S CF 1 LO i4 and 15-0;a n5pac-Iy-
OPETNING TO OPOISION a ENSURE THAT THE APRON IS PROPERLY ALICINED'N[TH THE RECEIVING STREAM ANO PREFE[WILE •1 T. DIE T THAOKET
HAS LO GEDO R MOVEDPROW LY AFIBL MTr
INDICATED ON BASIN SHE STRAIGHT THROUGHOUT ffS LENGTH-IT A CURVE IS tEEDE0TO FIT SITE C04MIONS.PLACE n IN THE a Parrs sruvL ff NOHNDrE rHxy4FEET ArxRt- EVENT TtMr1 As cLvcGeuuRRE+Form n.
GONSTRUCMN SPECIFICATIONS BASIN BOTTOM PLAN 9-UPPER pM�ESECTION�THE
CONSTRUCTION.$TABILJIE ALL fHC01RRFR 4• SIR WTI-ITS AT ANY POINT SMALL COLAtIiTRATED FLOWS 1 SEDIMENT DEPOSITS SHOULD HE RELtN D WHEN
AREAS VEGETATION- Ba ckfi I I 6'° X& ARE AVECIPATED AND AT THE DIRECTMOF THE DEPOSES REACH FULF nLE HELC#EOFTHEI1QREA.ANY
NWHTENANCE trench With ##57 INSPECtiJR. SEDWERT DEPOSITS REMARNDNG IN RACE AFTER THE StT
1.CLERA,GRUB,AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL V£GETAIIDN AND Stone or""fi I l�-dirt" FENCE OUTLET S REMOVED SHALL BE DRESSED TO
INSPECT FWRAP OUTLET STRUCTURES AFTER HEAVY RANG 10 SEE IF ANY EROSION AROUW OR BELOW 5- OWE ACAS MAxNMAt DRAWAGE AREA PRl din-ET- CONFOFIM TO THE EXISTING GRADE.PREPARED AND 85O A-H lost;Artmgtm,Tc m 76011
ROOT MAT.REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANNIC SKJMM=8 ELEVATION THE RIPRAP HAS TAKER RACE OR IF STONES HAVE BEEN DISLODGED-IM IAEDATELYMAKE ALL NEEDED 24' SEEDED- Plmrtc t49)D--r,-sotL I rax R17-315-SOIL,I xnw.Curkmc m W I t TnRlu I,
MATTER ARID STOCKPILE OR DISPOSE OF IT PROPERLY.HAUL ALL OBJECTIONABLE MATERIAL REPAIRS TO PREVENT RIRTFEER DAMAGE.
TO THE DESIGNATED DISPOSAL AREA PLACE TEMPORARY SEDIMENT CONTROL MEASURES
BELOW BASIN AS HEEDED- Sediment Basin Baffle
2.ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,WOODY VEGETATION, SUPPORT ROPE OR SUET�T R I PRAP OUTLET PROTECTION C U R LEX SEDIMENT LOG G S PACING ORGANIC MATTER,AND OTHER OBJECTIONABLE MATERIAL-PLACE THE FILL N LIFTS NOT TO WIIE TO PREVENT 24,INTO BOTTOM TAKE=TO 2 RIPRAP-OUTLET _ - 3 TEMPORARY SEDIMENT/SILT IM ENT/SILT FENCE 4 SILT FENCE STONE 0 UTLET
EXCEED 9 INCHES,AND MACHINE COMPACT IT.OVER FILL THE EMBANKMENT B INCHES TO SAGGING OR SiDE SUPPORT WIRE - CO 2023 LaBella Associates
ALLOW FOR SETTLEMENT-
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS.PREVENT THE SKIMMING DEVICE FROM
SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT LOWER THE SKIMMER 013
OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR BLOCK- COIR MESH OR SIMILAR -s..r D.R. H D RTD N
STAPLIEU DR TRENCHED Na 5 FILTER STUW =r z'
4, PLACE THE BARREL[iYPICALEY 4-FINCH SCHEDULE 40 PVC PIPE}ON A 11RM,SMOOTH BAFFLE ELEVATION INTO 807TOM OR SIDE STORAGE AREA r;f
""""" "`
FOUNDATION OF RAPERVIDUS SOIL DO NOT USE PERVIOUS MATERIAL SUCH AS SAND. Dan•an 'Os u"�'
GRAVEL OR CRUSHED STONE AS BACKHLL AROUND THE PIPE PLACE THE HILL MATERIAL CONSTRUCT�N SPECIFICRTFON ' '
AROUND THE PIPE SPLLWAYW 4-INCH LAYERS AND COMPACT R CINDER AND AROUND 6 _ - - _ ::� - . .. --- A f�l E R f G A'S BUILDER
1.GARDE THE BASH Sit THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SEE //Ac'
THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT-CARE MUST BE 2 INSTALL POST ACROSS THE WIDTH OF THE SEDIMENT TRAP(PRACTICE 6.62.SEDIMENT FENCE) r� { ( .. 1�•TAKEN NOT TO RAISE 7TiE PPE FROM THE F1EiM CONTACT WITH NS F[HfINDATlON WKTEN 3-STEEL POST SHOULD BE DRIVEN TO A DEPTH OF 24 NCHES,$PACED A MAXIMUM OF 4 FEET MART, � ] ] f A '- �+ �+ ��f
COMPACTING UNDER THE PIPE HAUNCHES. AND INSTALLED UP THE SIDES OF THE BASIN AS WELL THE TOP OF THE FABRIC SHOULD BE B INCHES � -. - - f MIN. . • - . _. fir: .•,-• $T""c°�'"'L Neil U Id ric k, OP ESL, CES S Y Y I
HlGHSt THANK THE IEVIERT OF THE 51aRLWAY,TOPS OF BAFFLES SHOULD BE 2IfCI4E5 LDYYEH THIN o• f - --• -.- •• IaaA>w saw L��" I
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED 6ACKfF1Ll OVER THE PPE SPILLWAY °° e o �c7 6 ��> 4150 Mendenhall Oaks Parkway
BEFORE CROSSING TF WITH CONSTRUCTION EQUIPMENT-N NO CASE SHOULD THE PIPE THE TOR'OF THE BERMS- •„. f � �` �T�SMWe rrroco c,wr.•.�.r,Ar
4-WS1A[L AT LEAST THREE ROWS OF BAFFLES fiETYNEEN THENND THE DtTTLET POINT-BASICS LE55 THAN f rSh Point, N C 27265
CONDUIT BE INSTALLED BY GRITTING A TRENCH TF4ROUGH THE DAM AFTER THE€TMBANKIAENT A �` A ErETa...wtEtnosst.w�r7 `��i
IS COMPLETE. 20 FEET IN LENGTH MAY USE 2 BAFFLES. . `r� FILTER f w .'
J :�y_:'
5-WHEN USING POST.ADD A SUPPORT HIRE OR ROPE ACROSS THE TOP i1F THE MEASURE TO PREVENT `r' '-�- FNNIRIG E . ��. s, - R ow.a•wrµ
5.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS,OR AS DESIGNED. SAGGING. LL � .�, ..
6.WRAP POROUS MATERIAL,LId-,AM BACKED BY COIR MATERIAL,OVER THE TOP WIRE.THE FABRIC � . ,• A �any a,n s„r � F �/ �3
G-LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN NTH THE FLEXIBLE JDNI AT THE SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE-ATTACH FABRIC TO A ROPE AND A ^a a ° '' '"'"""�`i"'.
INLET OF THE BARREL PPE.ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SUPPORT STRUCTURE Val ZP TIES,WILE,OR STAPLES. ///-/-
•° _L� -•-, Y ' `- J
SKIMMER OVER THE EXCAVATED PiT OR SUPPORT.6E SURE TO ATTACH A ROPE TO THE SKIMMER 7.THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH a o° CLAM B EROSION W. � - srum oErna
AND ANCHOR IT TO THE SIDE OF THE BASIN.THIS WILL BE USED TO PULL THE SKIMMER TO THE 8-NCH EROSION CONTROL MATTING STAPLES. - e ,� C[x+TR�STV+'E - � 1��1�TR�"1
SIDE FOR MAINTE3NANCE- SIRS All STOFIE r .wrn. ..,..6.00 NOT SPLICE TILE FABRIC.BUT USE A CONTINUOUS PIECE ACROSS THE BASIN, { % e TOP LAYEITI , a ,{fie7-EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTUREIM SOIL TO THE GREATEST EKTEINT WANTEINMCE � ZA E z 1. a :�•d: �" " M ,�:POSSIBLE-THE ACMEVEMENI OF PLANNED ELEVAI KAS,GRAD,DES"WVIH,AND •'' re.rENTRANCE AND EXIT CHANNEL SLOPES FIRE CRRICAL TO 1 HE SUCCESSFUL OPERALKDN OF INSPECT BAFFLES AT LEAST DItlCE A YIEEK ANO AFTER EAGH RA NFRLL. WAKEATTYRSOL11RE0REPA RS FABAIC� At® oa .r"c--% -.- -
UAMEDIATIELY. \0\
,r`.�� M: m - - I
THE SPILLWAY.THE PILLWAY SML13 BE LNEO WITH LAMNATE9 PLASTIC OR IMPERMEABLE -GEOTEXTiLE FABRIC-THE FABRIC MUST BE HIDE AND LONNG ENOUGH TO COVER THE BOTTOM BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,TEAR, CATCH BASHL METAL STN(ES SECTM A-A Y°G
AND SIDES AND EXIEIND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH.THE ,ter... @ A
DECOMPOSE,OR BECOME INEFFtCI NE,REPLACE I PHOMPILY. #s7 WASHED Srq vt PILED I ,=-/ 1. I
EDGES MAY BE SECURED WTT148-NCH STAPLES OR PINS.T14E FABRIC MUST BE LONG ENOUGH AGAINST AND oN top W° .erA. L
REMOVE SEDIMENT DEPOSITS WREN IT R€RCHES HALF FI1LL TO PROVIDE ADEQUATE STORAGE HARDWARECLOTTHUP 'L W-Tm� - =-o ie.Tnc'-, amrrc--
TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND.THE WROTH OF THE FABRIC PLAN VIEW ❑F HARDWAF E CLp]H o. �* �a u.ac mTM LJr a*w v,
CONSTRUCTOR sPEc F raHONs: }[oaa w br wG.a.ca c aAp.s=n wv.r
MUST BE ONE PIECE,NOT JOINED OR SPLICED:OTHERWISE WATER CAN GET UNDER THE FABRIC. VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BRITLES. -THE SIDES OF THE mane, C m..an e��ar�o..�rrc
F THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, 16•MINIMUM STAKES AND LAID ON STD offAt
MULTIPLE SECTIONS,SPANNING THE COMPLETE WIDTH,MRY BE USED-THE UPPER SECTION STONE HEIGHT ,THE GROUND 1.PIACE STONE TOTAL LINES AND DIMEnSM SIKWN 1N TtE PLAN ON AFILTER cm,a-sar.m Lap•-A.�...-e.d-a mc�w..�F� A"µ.r�. �a_w,a�nlrnTR9Nranrl
[S) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STANL U.REMOVE ALL BAFFLE i - FABRIC FOUNDATION. w-.->A.. f
SHOULD OVERLAP THE LOWER SECTION(5)50 T14AT WATER CANNOT FLOW LENDER THE FABRIC. MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,BRiNG THE AREA TO GRACE,AND STABILIZE R. %b 2.LLEEP rHE CEINtER sTaTtE SECHiDN ArtFAsrS RsxTEs BLLffa uATURAI GRDu110 w o '� -
SECURE THE UPPER CDGE AND SIDES OF THE FABRIC 1H A TRENCH WITH STAPLES OR PINS. I4 T LEVEL WHERE THE DAM AWTS THE CHA 4NEL BANKS. W o,.r
8. INLETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT ERDSIUN-USE .��r. . _
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT BASIN MAINiMANCE - .� ................. -=-: --- NVERTPTPE , }6 WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS TFE CWWNEL Is? H-i : ��.r
3.EXTEND STONE Al LEAST 15-FT BEYINAI THE pIIEH BANKS r0 ILEOPO'VERk :i:�"
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY- "I,.---
CD _ Na TE5 - 61.1••'
INSPECT SKIMMER SEDIMENT BASINS AT!FIST WEEKLY AND AFTER EACH 5KiNIFICANT(ONE-HALF I. SIROCTURAL STONE SHALL BE 4.SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF TIC r}• r
0
INCH OR GREATER)RAINFALL EVENT AND REPAIR IM MEDUATELY-REMOVE SE DtMENT AND RESTORE &� CLASS B STONE SECTION LOWER DAM t5 THE SAME AS THE TOE ELEVATION OF THE UPPER 11AA4 cI-NNnEL TENI,aknlgH,•
9-EROSION CONTROL-CDNSTRUCi 1FiE STRUCTURE SO THAT THE DISTURBED AREA IS MNIADD- THE BASIN TO RS ORIGINAL OIIIETISIONS WHEN SEDIMENT ACCUMMLRATES TO ONE-HALF THE 2 SEDIMENT CONTROL STONE FI PLAN
DIVERT SURFACE WATER AWAY FROM BARE AREAS.COMPLETE THE EMBANKMENT BEFORE HEIGHT OF THE FIRST BAFFLE-PULL THE SKANMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH SHALL BE N0.59R N0.57 5 MNSIDERWGPROTECT THE THATCHAN WATER
ERW ILL FLOWEAM OVER
THE LOWEST CHECK R "�
STONE CONSIDERMlG THAT WATER tlCl!-L FLUYt)YFR AND RHfkINDTHE DAM1t �- %-,-o�-=y,r•
THE AREA IS CLEARED.STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT LINO ALL DTF4ffI IT CAN BE EXCAVATED.EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE ° -I '° a.,:.a *"
DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AF TGfi - 3 AC E ACCEPTABLE
UNLESS
ON4 A FILTER OF HAR[ri PARE CLOTH AND#57 WASF4EO fi-MALE SL HE TF41T TEE ChLtiLiIEL REACHABDVE IFTE A00SC UP5TT4FAlA DAM _- w,yn�aatr,i°-mxn1 Ienw.T[a�; rn°yale let
SKIMMER CPR THE FIRST CELL MAKE SURE VEGETATIDN GROWING IN THE BOTTOM OF THE BASIN --- ACCEPTABLE UhEE35 0?NERFr$E - - A STONE IS WRAPPED AROUND THE 44LET IS STABLE.
CONSTRUCTION. ODES NOT HOLD DOWN[HE 5lLIP1MER SPECIFIED BY THE ENGdIEFR t y 7.ENSURE THAT CWNNFLAPPDRTENANDES,SUCH A5 CULVERT ENTRANCES BELOYN �° m �`r '0 ROSEMARY GLEN
SEC110N A-}A CHECK DAMS.ARE NOTSU&IECT TO DAMAGE OR 8LODW,E FROM DISPLACED w`"'®''r�-I"E" �°°'A''"t.o�__
TD. INSTALL POROUS BRFFL£5 AS INDICATED N SEDIMENT BASIN BAFFLE DETAIL REPAIR THE BAFFLES IF THEY ME DAMAGED.RE-MCHOR THE BAFFLES IF WATER IS FLOWING I . : --J I STORRES-
STALSES MUST RE
UNDERNEATH OR AROUND THEM. NO MORE THAN r Tr =r�:. ..ur m ,-- •Min Tq W N H D M E S - PHASE
11-AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STRBIL]IED,REMOVE APART MAINTENANCE: oH-r x.�:-:• n t
THE STRUCTURE AND ALL THE UNSTABLE SLIDV TNT-SMOOTH THE AREA TO BLEND WITH THE IF THE SKIMMER IS CLOGGED WiTH TRASH AND THERE IS WATER IN THE BASiN,USUALLY ARKING �I I.INSPECT CHECKDA1as AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF C
-.-. . -�4'.. •--.•-..---.Ir,
AMNING AREAS AND STABILIZE PROPERLY. OH THE ROPE WILL MAKE THE SI(1MMCii 809 UP AND DOWN AND DISLODGE THE OEBRtS ANO NOTES INLET EVENT. °' ;� s; �. r T r_ �+ �+
RESTORE FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE SIDE OF THE BASH I.SEDIMENT5FI4LL BE sleFwm AND TRAP RESTORE[]TO ns ORIGINAL DOneNsaonNs 2-ANTICIPATE SUBMERGENCE AND DEPOSCIO N ABOVE FHE CHECK DAM AND }.s e' ,t - r' > GIb50 nville, NC
VMEN THE SEDIMENT HASACCUMULATE1)To 1A2 THE DESG4 DEPTH OF THE:TRAP. sTRQaTURAt sralE tHD'*N FROM R 01VS AFOLRFO THE R)US nF TTRE QAM.CORRECTALt. .* M .A ,.r a" . :"
1 AND REMOVE THE OE$R1S.ALSO CHECK THE ORIFICE NISKTE THE SKIMMER TO SEE IF FT IS REMOVED SEDIMENT SHALL BE DEPOSITED W A SLrARLF AREA ANV1tt& AL ' _ n M1I --- - --_- Guilford County NC
SKIMMER BASIN DETAIL HIM STORAGE ZONE DAMAGE .' o
CLOGGED;IF SO REMOVE r11E DEBRIS MANNER iH+AI IT W"t1 HOTETlOIIE. }'�`3 N.LFL INB.ALL APROTEGTNE RIPfiAP LNLHi IN THAT PORTION OF THE CINNHEI_ In r.t T I L,r�c vur eG ,
2-THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MAIZE AS �""-� a -
NF THE SKIMMER FIRM❑R BARREL PIPE IS CL0GGE0,THE DRIRCE CAN BE REMOVE{]AND THE NEEDED- 5EODAEFJT STDRA6EZONE ry I 3.REMOVE SEpMENT ACCUMULATED BEHIN[I THE DAMS AS NEEDED I[K PREVENT t.i u
Cu' §+lie a W/I
HJNChUR n'T L r1'L V,'EW
}� aR�OnAI CIL'FALAPYrA6 JP. -
1 CONSTRUCTION OPERATIONS SHAH BE CARRIED Otli N SLICE4AMAIBES{THAT FL05y [AAANAC�TO CHADINELYEGETATION,ALLOW THE CHANNEL W DRAdI THAOIIX;aI n ' ---�.
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR 8Y RUSHING WITH WATER.BE SORE AND EROSION AND WATER POLLUTION SIML BE MNNAIZED. I.- T R HARDWARE CLOTH THE STONE GIi4K DAM AND PFEVE47 LARGE FLOWS FROM CARRYING SEDIMENT _„ 1. " "
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER- 4-THE SEDIMENT TRAP SH ALL BE RE MOVED AND AREA STABILIZED WHEN TILE REMANING NATURAL GROOIa1 � i 1}� I PLAN .-957 WASHED STONE OVER THE DAM.AM STONES TO DAMS AS NEEDED TO MAINTAIN DESx9N WEIGHT American
DRAINAGE AREA HIS BEET PROPERLY STABILIZED. �I I 1 AND CROSS SECTOR. ��^�����-%%'••'��-+-^•�ro^�"-^"•'�"�^•"^�'^'�^�. �!•,�„W Excelsiof
J 3S PIPE MAX .�."T��n.`w"�vn yw.�
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH SEDIMENT CONTROL STONE SEDTKhN A 4 ,Y 1 Company Scen a 4WLF1on
FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY-CHECIL THE EMBANKMENT,SPILLWAYS,
AND OUTLET FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND AIuiERICAIV EXCELSIOR COMPANY W VF ate" w. 03/01/19 Dow it
SETTLEMENT-MAKE ALL NECESSARY FiEPA1RSiMEDwTELY.REMOVE ALL TRASH RNOOTFHER STONE INLET SEDIMENT TRAP STANDARD ROCK PfPE INLET PROTECTION TEMPORARY GRAVEL CHECK DAM ARLINGTaFI. TEx as CCHANN EL ADIAAt$NT LOGOMD PR E
DEBRIS FROM THE SKiMMERAND POOL ARMS. 7 #57 WASHED STONE &WIRE INLET PROTECTION 8 OF CHCFaNNELAPRLFCArKxNDETFUL tpNE
FREMG WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN INTHE WINTER TOPHEVWTHE SKIMMER FROM PLO GGiNG WITH ICE. 16
CURLEX SEDIMENT LOG DITCH/CHANNEL APPLICATION DETAIL
DIKE� 4'MIN.
HOLD-DOWN srA�s � NO: DATE: I7E5CRl;aTlON:
3:1 �1.5'iHIH-
NEW RIPRAAP TO RBV151Gns
p:n,W parricipmf m fifPF.P aM IYvm]M1Sr?a6v�f1'.
EKIsnnG _ American
OF EXISTING
TOP "B"MIN- GRADE I I Exceisior
OF E%RSTtNG BOTTOM WIDTH 8'PLASM ti��� 1
� cHVNNELBANxs CORRUGATE" Company'M W�°"-` IIIEC- PROJECT NUMBER:
,
5 GA PIPE I . 2240fi23
Earth Science Division
�i�• pt ]0 I INLET
� I D o OST�ALBI�2E� FLOW DRAWN BY: BWS
C7 M:
CFlriex Staple Pattern Guide
LLI H For 8 R wisfe CurErx Erasion CnttOal 6tankL•ls
Adjust horizontal stapic spacing for R and 16 0 wide Cwle Erosion Conant Slankcis REVIEWED BY: PAS
co .
4.fl lkwion 5 10.0 iWW 1480 Pal Shear Sirens
"
'T'RPRAP 3^ �t I I ( 54HlIV 53H:TV 5.SH4:IV
FILTER FABRIC STo Channel
BURY ENDS DF THtC8HES5 ADP
5 I Wd F5.2 rrrscc V.' i
° si IePatrern , B c c ISSUED FOR: CONSTRUCTION
MINIMUM•LIStr STONE LEVEL
�:- Tr;xT-n-s 4'MIN- ,-, -_
•y c+ ears TYPICAL
� LmnF-s M,.r,� SIZE AS INDICATED SECTIp!F
.1-111 Q =Staple I'Iacerreat
=
G
FILTER FABRIC TYPlCRL
m �'T r-cd.a.ras� 94°TLDNo�'n�n+YAmaFRTerfFc EmT'� 1 RI1W GATE:
hifi-CHIy` 01/04/2024
CACCREGs�.TE itl I S r1 E O IL
AI G'MxnlimLe �PTH ��1 OVERLAP WQ'fUl SUBGRA.OF PREPARATION-PREPARE THE SUSGRADE FOR FWPRAP AND FILTER TO THE REOUIREO LINES STAPLAN VIEW a T7 I r3 ❑
cfl CONSTRUCTION SPECIFICATIONS STANDARD T$ECTlON 6 ft O
a AND GRADES INDICATED ON THE PLAINS-COMPACT ANY FILL FIEOLRRED N THE SUBGRADE TO R DRAWING NAME:
N DENSITY APPROXIMATII4G THAT OF THE SURROUNDING UNDISTURBED MATERIAL OR OVERFILL R COMMON FAILURE OF SLOPE DRAINS IS CAUSED BY WATER SATURATING THE SOIL 3 D
CL sDm Sins 5 6Y 1HdaIaW G DEPRESSIONS WITH RIPRAP.REMOVE BRUSH,TREE5,STUMPS AND 07HER OB.IECTIONRBLE MATERIAL-. AND SEEPING ALONG THE PIPE-THIS CREATES VOIDS FROM CONSOLIDATION AND i
d T MAIN. i[T ANDOYEICAPPTIa CUT THE SUBGRADE SUFFICE DEEP THAT THE F94HED GWE OF THE RIPRAAP WILL BE AT THE S}L T SN7MA w
r PIPENG AND CAUSES WASHOUTS.PROPER aRCKFBIIFr'G A,ft{KBNO lUNO LINDETTTHE
o L-�L-,'��L=C �i/-aE7 I ;KHOR NETiAGFI ELEVATION OF THE SURROUNDING AREA.CHANNELS SHOULD BE EXCAVATED SUMCIEHTLY TO ALLOW rrNCE BAI-FS _R Q
F COML'ACFEO Af CVZHTRMCR PLACEMENT OF THE RIPRAP RE A MAPNNER SUCH THAT THE FfiIISHEO INSIDE 01MEN510N5 AND GRADE PIPE`HAUNCHES'WITH STABLE SOIL MATfl31AL AND HAND CGhIPACT1OFf N 6NINC4t N07E-
o COL INSTALLATION OF NETTING AND MATTING: LIFTS TO ACHIEVE FIRM CONTACT BETWEEN THE PPE AND THE SOIL AT ALLPOINTS WILL sib r F>=Ncr D
L -- _- - . ® OF THE RIPRAP MEET DESIGN SPECIFICATIONS. ELIMINATE THIS TYPE OF FAILURE OUTLET AS
C pelinitioar:A ara.>•larea a pad 1acaHed whem snhirk•s enter aruE k vea mrLsrrucTinnsite- 2' PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED At{EDED �' ��
o IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANY MAT I I A Bi EROSION
� P. To F.rov;de staHlny al the eatra„�and e.it Fibres o,Ta nmLrw.xiuu,ate.n,i.de.sre iH d•.:grk�d t�> SYNTHETIC FILTER FABRIC-PLACE THE FILTER FABRIC DIRECTLYOINTHEEPREPARED SUBGFWOE.OVERLAP ].PLACE SLOPE DRAINS ON UHDISTURBEO SOIL OR WELL-COMPACTED Ed.L AT LOCATIONS
OF BLANKET-TYPE PRODUCT USED AS A PROTECTIVE MULCH SHOULD
c krrp mud.-I sniimrnL uiT puk•lie nxd.. THE EDGES 8Y AT LEAST 124NCHES AND SPACE ANCHOR PINS EVERY 3-FEET ALONG THE OVERLAP-BURY AND ELEVATIONS SHOWN ON Tlif PLRPNS, FD'x1D' 7p',r10'Q. PROVIDE COVER OF AT LEAST 30%OF THE SURFACE WHERE R I5 APPLIED- 714E UPPER AND LOWER ENDS OF THE CLOTH A MINIMUM OF 12-FINCHES BELOW GROUND-TARE CARE I I 0-5 SlapkglydT I-1 StaplcJye
C3 2.SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE INKE TOWARD ITS OUTLET.
Condilipas where Pranin Aeon ,.lies:etihercxvr RrafFk will t+r kavi.tK a nx.+Lruetinn HiLr and muting NOT TO DAMAGE THE CLOTH WHEN PLACING RIPAAP- F DAMAGE OCCURS,REMOVE I}ff RPRAPAHD
direnty rmtn a pt Wic m,d or nthrr paved nf4-uTr auras.Consl ,n;m,pt.,m REPAIR THE SHEET BY ADDING ANOTHER LAYER OF FILTER MATERIAL WITH A MIMMUM OVERLAP OF 3-HARD TAMP THE SOIL UNDER AND AROUND THE ENTRANCE SECTION IN LIFTS NOT TO --.« 4& Meta:
-Q-A h-L acre'-W Property r„n.,--I"i entrance€ 6'TYPICAL 1-APPLY LIME,FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. 12-INCHES AROUND THE DAMAGED AREA IF EXTENSIVE DAMAGE IS SUSPECTED,REMOVE WINO REPLACE EXCEED"ACHES. W-TF- --� 1.Ravo w=Wed-tapl-ore a minimum 4 in biodegadable E-Staple', NTR L
G]
❑RIVEWAY
4 CO IF OPEN'-NERVE NEfRNG IS USED.L[MTE MAYBE IFiCOFIPOAATEO BEFORE THE ENTIRE SHEET- 4-ENSURE THAT FILL OVER THE DRAIN AT THE TOP OF THE� FIA5 ATwyIN7UG'I; TO,EXTEND I I =t1 O 4 ft O as pnnidcd by CAmcricDn LiceTSipT CamP�Y"or 6 in wire forcOFtesive
Q M-ft- INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON AFTERWARD. bails-ad 6 in b' k£Bra k=,as pro+idcd b , DETAILS
DIMENSI0IN5 OF 1.5 FT.4EPTH,4 FT.TOP Wff1TH,AND 3:1 51L1E SLOPES. Tt7 TOP OF P y
WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT 15 O FRCULY.A44NCH!AVER OF FiNE SLOPE I I O Excelsior Campanc,or 9 in-ire far wn•cohesive urns.
1ST '' A te•.Size; Use 2.3lrah wuhoJ Stww ar e,ur tc•sire a -cd D,e L of T- rtad- 2.START LAYING THE NET FROM THE TOP OF THE CHLA NNLLOR SLOPE AND 5. ENSURE THAT ALL SLOPE DRAIN CONNECT1OFP5 ARE WATERTIGHT- 2=4"STONE 2.For bcsT rrsuHts insert,sta Les;v heads are tei to Utc Flow of
' I s D PP p GRAVEL OR SAND MAY BE NEEDED To PROTECT THE FILTER CLOTH. P P�
UNROLL 1T DOWN THE GRAD€-ALLOW NETTING TO LAY LOOSELY ON THE 6.ENSURE THAT ALL FILL MATERIAL 15 WELL-COMPACTED SECURELY FASTEN THE I 6" THICK I ❑ 3 tT O watcr-
Thwkna-�; r5h-1--minimum F r4 dra rIruodrr&n' CONSTRUCTION SPECIF'rCA710N5:
"� cn {inns m x Ars r mg1 SOIL BUT WITHOUT WR1N1fL.E5•Dtl N07 STRETCH. EXPOSED SECTION OF THE DRAIN WITH GROMMETS OR STAKES SPACED NO YORE 3.Adjust siwc ace.palwrn so stables amp laced in critical ch. ppi=
aX O 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES,BRUSH,STUMPS AND OTHER OBJECTIONABLESTONE PLACEMENT-PLACEMENT OF RIPRAR SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE
= 3.TO'ECURE THE NET,BURY THE UPSLOPE END IN A SLOT DR TRENCH NO LESS THAN 4p FEET APART- I I lc.g c npe inter{atr,c#w0ne!boDam]as illusvaLo 1 below.
r:rl eV Width: 25 Fret mint-M througbc t the-6.entrance• 1MATEFBAL THAN 6-MCHES DEEP,COVER WITH SOHL AND TAMP FIRMLY AS SHOWN N FILTER FABRIC.PLACE R}PRAP SO THAT R fEHSMS A DENSE.WELL-GRADED MASS OF STONE HrtTFI A 7-EXTEND THE DRAIN BEYOND THE TOE Of THE SLOPE AND ADEQUATELY PROTECT THE �,_.-J t L�rVE 3HRD r 1 ._,_ 4 O
2.ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REOULREMENTS. MINIMUM OF VOIDS,THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE OBTAINED
7, = THIS DETAIL STAPLE THE NET EVERY f 2-INCHES ACROSS THE TOP E4110 AND OUTLET FROM EROSION.
M a Lucati- Lhnitinn the-t.-to limit sediment from Rea.•; the site and mallow ma.imum ps.T a 3.ENSURE THAT THE TOP OF THE DIKE 19 NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATTOH BY SELECTIVE LOADING AT THE QUARRY ARID CONTROLLED DUMPING DURING 19NALPLACI3MENr- .CURB LINE O Criticnl t4n".l inns are cirel-d-
ns K AN EVERY 3-FEET AROUNR THE EDGES AND 60TCOM.WHERE 2 STRIPS OF "p°
ku r-A-''tk n I.flik.A-id sta+rp=lopes-,d mlrax,cns aL ivrrvs in puHK n.,ads. PLUS THE SPECIFIED SETTLEMENT- PLACE WRAP TO]T5 FULL THICKNESS N ONE OPERATION.DO I+K}T PLACE RIPRAP BY DUMPING 8.MAKE THE SETTLED,COMPACTED DD[E RIDGE NO LE55 TTiAN TfEET ABOVE THE TOP
� Q NET ARE i.A67 SIDE BY SIE/E,THE AfIUACEH"F EDGES SHOUIO BE OVERLAPPED
L1 r 4. PROVIDE SURTCIM ROOM AROUND DIVERSIONS TO PERMIT MACHINE MCRADHNG AND THROUGH CHUTES OR OTHER METHODS THAT CAUSE SEGREGATION OF STONE SIZES.TAKE CARE NOT OF THE PIPE AT EVERY POINT.
CLEAAK) , 3-INCHES EACH9TRIPOFNET[INGSHOULDN_SOBE D.R.HORTON CWO DETAIL DRAWING NUMBER.,
M � FA'as4riry Tires he m.W t>t••wh s if mostlw the dedimrsu wrad win l L,.ultun pass ng STAPLED DOWN THE CENTER,EVERY 3 FT.DO NOT STRETCH THE NET WHEN IO DISLODGE THE UNDERLYING BASE OF FILTER FABRIC WIZEN PLACNGTHE STONES. 9.IMMEDIATELY STA81LU ALL DISTURBED AREAS FOLLOWING CONSTRUCTION
rner the uvne.Wash areas s]wuld always drain inW a sn4imml Trap or ocher sui[aL[c• 5.VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,UNLESS IT WILL REMAIN IN PLACE NOT TQ SCALE
- rn LESS THEN 30 WORKING DAYS. APPLYING STAPLES.
disyosal arra. THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE STORES. •AJ07F• CLAYCRE7E L3tA5H W r TD BE INSTALLED❑RIp72 m an7r t.9 Staplcsytt=
r HAND PLACING MAY BE NECESSARY TO ACHIEVE THE PROPER DISTRIBUTION OF STONE SIZES TO MAINTENANCE CONCRETE BEING PGVRED.
env p ConsLrnYion 5peciAeetie"^,L.Hake sure ensrance isrk•ss nL nwrtt urRaHatjOrl,Arld da'bda.Placr atc+nC[m MAINTENANCE MAINTENANCE: PRODUCE A RELATIVELY 513o0TH,UTDFORM SURFACE,THE FHTIGHED GRADE OF THE fI1PRAP SHOl1L6
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY INSPECT ALL MULCHES PERIODICALLY.AND AFTER RAINSTORMS TO CHECK INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION RAFTER EVERY RAINFALL
d,o pinpcT BraCc as shms•n on the Plan and pravHde adequate drainage to BLEND{MATCH GRADE)WITH THE SURROUNDING AREA-NO OVERFALL OR PROTRUSION OF RIPRAP
4 9:' an approved er m.rre,Iml d n•ic-<l--aentlte under im-g m"tx i--stiIkd REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DNERSKDN RIDGE.CARERILLY FOR ROLL EROSION,DISLOCATION,OR FAILURE.WHERE EROSION IS OBSERVED. AND PROMPTLY MAKE NECESSARY REPAIRS-WHEN THE PROTECTED AREA HAS BEEN
4 k,imprrnre fnrn,dalim,Mabitin•-
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED,WHEN THE AREA PROTECTED IS APPLY ADDITIONAL MULCH.IF WASHOUT OCCURS,REPAIR THE SLOPE GRADE, SHOULD HE APPARENT WHICH WOOL[)IMPAIR STREAM ROWS- PERMANENTLY STABILIZED-TEMPORARY MEASURES MAY BE REMOVED,MATERIALS 8.50 Avmw H E I Arlinglon.Tcxas 76011
r M PERMANENTLY STABILIZED,REMOVE THE RIDGE AND THE CHANNEL TO BLED WITH THE NATURAL RESEED.AND REINSTALL MULCH.CONTINUE INSPECTIONS UNTIL VEGETATION DISPOSED OF PROPERLY,AND ALL DISTURBED AREAS STABLLM APPROPRIATELY- Pbow 14100.777-SOIL I Fax [phone] I%w -Cwltmi:
6 CD GROUND LEVEL AND APPROPRIATELY STABILIZE FT. IS FIRMLY ESTABUSHEO_ W I217M1D20
D>
m 9 LOT TEMPORARY CONSTRUCTION ENTRANCE 1 0 Temporary Diversion Ditch 11 CHANNEL PROTECTION 1 RIP RAP CHANNEL PROTECTION 1 TEMPORARY SLOPE DRAIN 0
a 14 CONCRETE UI�ASHOUT 1 CURLI=X STAPLE PATTERN GUIDE

LaBeLLa
PART Ill PART III PART I][ OZ3
3 SELf-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING Powered by partnership.
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION Q REPORTING 939 Burke Street, Suite H
Self-�nspections are required during normal business hours in accordance with the table 1.E&St Plan Documentation
1.Occurrences that must be reported Winston-Salem, NC 27101
below. When adverse weather or site conditions would cause the Safety of the inspectIan The approved E&5Clan as well as an
Perm ittaas shall report the following occurrences: !
personnel to be in jeopardy,the inspection may be delayed until the next business day on pp py approved deviation shall be kept on the site The (704)5J00-85J 14
which it is safe to perform the inspection. In addition,when a storm event of equal to or
approved E&SC plan must be kept up-to-date throughout the coverage under this permit {a) Visible sediment deposition in a stream or wetland.
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the USC plan shall be documented in the manner C#0430
performed upon the commencement of the next business day. Any time when•inspections described: (b) Oil spills ff la bel la pc.com
were delayed shall be noted in the Inspection Record ■ They are 25 gallons ar more,
- tr They are less than 25 gallons but cannot be Cleaned up within 24 hours, REQUIREMENT FOR INDIVIDUAL Ema i is psti m psorl @ia bet la pc.com
Item m Document Documentation Requlremerltx f.
Frequency ■ They cause sheen on surface waters(regardless of volume),or { GUILFORD COUNTY HOUSE CONSTRUCTION
Inspect [during normal Inspection records must Imludr: {al Each E&5�Nteasure has been installed !nit a!and date each E&SG Measure on a cagy
b�sknnx hryrll and tines not 5i grtifica nt ly deviate from the ❑f the approved E&SC Plan or Complete,date ■ They are within 100 feet of surface waters(regardless of volume). �.='• _ ENVIRONMENTAL BULLETIN SOIL CONTAINMENT/EROSION CONTROL
(1)Rain gauge Gaily Ddllyrain[all arrhount3, rn
orations,dimensions and relative elevations and sign an inspection report that lists each _ ``y I�I[I[[1/ T
maintained in {r no daily fair.gauge observation are made during weekend or shown an the approved E&SC Plan EWE Measure shown on the approved E&SC
1 good war ldrg 1•64day pericids, and no indi jdual cay rainfall Ir-fcrtratlon is Plan This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quanth!as underSection 311 , I
!order evadable.rmord the cumclaave rain meawrement for those un- of the Clean Water Act Ref:40 CFR 1103 and 40 CFR 117.3)or Section 102 of CERCLA a
initial installation of the F_8cSC Measures pr if t Single Family Erosion Control OAt7(f1i5 ��� '[H Ro
attended days ;ono this wit determine li a ske inspection h the E&SC Measures are mndi6ed after initfa[ {Ref:40 CFR 302.4)or G.S.143-215.85. �t� �•'�G 5 C
reoded) nays on wFich vo rain Fall occurred shaft be recorded as •' A_'••
"zero." The esmirtcc Installation Y
A ""�"`° '"°'"``aln""°n�°'"g¢�"re A. Flow to the Rear B. Flow to the Front C. FIow to the Left
approved bytbe of Ihp n {h; A phase of grading has been rampketed. Plan!and date a cony of the approved ect io (b) Anticipated bypasses and unanticipated bypasses
[21 E�5[ At least once per �1 ldeniinratiotna!:ha meas.rro-1 insperred, Plan or complete,date and sign an i115s7e[[ivn .7 rr7�r�77 �r77 -_
Measurra 7 mlendar days 2 Date and trove of the irspecd on, report to indicate romolelithn of lhP rGL.0 L
and%Whin,24 3. marre of tte person perrorrrmg The Inspixtion, #i a a a a a►a a a a a a++ i•• �
j construction phase. p permit endangere
hours of a rain E InQicatian of whether the measures were operating (c) Noncompliance with the conditions of this that may health or th
♦ •
event}z.airxt,in pFaarrly, environment. Flow • . {ls �-
[r) Ground[aver is located and installed Initial and date a copy the approved fliSC ♦ .� �'•.�tIG1 ty�rG ,� ;
24 hours s 1}esrrfptlav of malncrnance nerds for the mcas.lre• in accordance with the approved E&SC Plan dr complete,date and sign a•r in t FIpLV ", 71G. -3
__ _ 6 ar scrlption_evidence-and date aF rarrcrive acttpns t deco Plan report to indicate compliance with arproved
(31 ill rn fwrer Ar kist orice per 1 WQnollcation of the 4ischarge outfalls inspected, 2.Reporting Timeframes and Other Requ ire ments I !� �1
discharge am If velthir days 2 Nate and tints par son
rForrdon, Freund C6Ve•r Sperifi[atlnns a (`�
outrans(soos] assd vnthlr 24 a fvame of Mc person pcAprmingthe Inspettlon, I ^�n� After a permitted becomes aware of an a[[urren[e that trust be reported,he shall carrtact Flow
•
(dl The maintenance ono repair Crsmptete,date and sign an inspection report •
hours of a raul 4 Evidence of sndx tors OFstormwawi pollution such as ad the appropriate Divistor regional office within the timeframes and in accordance with the
requirements focal(E&SC Measures
[•rent s r-p inch in Indent Fleming or suspended sands or oleradow, other requirements listed below. Occurrences outside normal business hours map also be
24 hours S Indication of>,+ssbFe sedinterrc leaving she he s Sloe, hoot:been per formm ed •
[icscrgrtian,.ev_idencc,and datroFrarrectnreasbons t�cerl, reported to the Division's Emergency Response personnel at(800)fi52-7956,(800)
G. - - +
(e) Corrective actions have been taken Initial and date a copy of the approved E&SC •
(e)pergneteror A-z Icasrorcc W If virnbkesddfinentarran refound outside ; Ilrruts,then a record 858-0368 or(919)733-3300. +
_. ___.... ._ _-- - llausc r House , House to E&SC ibfeasvres Pian ar complete,date and sign art insprctian _ •
s}te 7calxsdardays ;Of the Fpibxirg shalt/be made: repo!to indicate the complctipn of the
aril within 24 1 &[Botts 0ken to cte.rn up or stabikire the sechmant the:has Putt
♦ =
CO'reLYIY@ action
hours of a rain the site halts. F T
❑c[,arrettcr RepoltinsTimaframes[After t]iscavery)and Other Requirements
event t cinch in 2 Description,evidence,-inc date oteorrective actions taken,and [a]Visible sediment ■ Within 24 hour[ an txai or electronic notiflcat'trtra
24 hat]rs 3 An ex planardort an to the�rxions talcel to[ararbl tuture Flow
_ releases deposition in a r WirNn 7calrrtdardays,a report that containsa descrptlon of the
!.Additional Documentation •
45)Streams or A:least once DCr IF the strearr or wetland has-Increased visible sedimentanan or p In addition to the E&5C Plan documents above,the fallowing items shall be kept on the stream or wetland sediment and artionS taken to address the cause of the deposition
wCdrnds oruite 7 rticngar dry ir s searir hnisiW ry ir•ueascd turbidity tramtt c carl5tru:[iCn Div!Sion staff miy waive the requirement For a written apart on a +
or a(tsi--v and within 2L actwry,then a racard of the toINYM4 shall he made: site case-by basis.
(NI'cre hours ore iam 1 ocscriptlon,a0cIcnte and date of cofeettw xiions•akcn,and and available for agency inspectors at aIi times during n arm ai business hours,unless the f the stream is named on the nc 3o3fd}fist as im Flow
eve l paired for sediment- •acczsakie} nt?Lnc a ih to 2 Record;of the required reports Io the approlumteDi.fsion Division prawides a site-specific exemption based on unique site conditions that make this re14led causes.the permit tee may be required to is Flowerform additional * +
24 hours Rc&I"I office per Part Ill.section C.Item 1,211a)oi thLs permit requirement not practical: ♦ •
_ a}rhls permkt re q p monitoring,inspections or apply more stringent practi=es 4 ataff
N)Ground :':n_a•h vt•J.t I The phase of grading(installation of perimeter E&SC del e-Rune that additional requirements are needed to assure compliance
stabilization. at grading measures.Tearing and grubbing,inStanation of storm (a) This general permit as well as the certificate of coverage,after It Is received. with the rederal or state impaired-waters conditions
measures drainage for.dincs,completion of al land-dis tw Bing (h)❑il spills and ■ within 24 hours,an oral or elettrordr rtetlfitabon.The not fkutlory
activity,construction orredevalopmenr porrrunent (b) Records of inspections made during the preyivus 30 days. The permittee shag record release of shall Include infof nztion ahoutthe date,time,nature,volume and ♦♦••♦♦♦••
grourocoverl Silt Fence Any Type Barricade
2 Potumentat,an that theregirred groundSGtpurabon the required observations on the Inspection Record Form provided by the Divislon or hazardous location of the spill or release.
meast#es have been arovidrd wrhinThe required a similar inspection farm that includes all the required elements.Use of substances perltem
I timetrameor anazsvrarce that they will be provided as electronically-available records In Iieu of the required paper copies will be allowed if ifbl-fci above -_
soon apasslhkr shown to provide equal access and utility as the hard-copy records. Ic1 Anticipated . A repart at host rear days before the dare of the bypass,try possible_ Construction Entrance Oc 2023 LaBella ASs00iates
bypasses[417 CFR The report shall Include an evaluation of the anticipated quality and
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used 122 41(m)(31] effect of the bypass ,-�
D- Flow to the Right E.Flow to the Front& Rear
complete the Notice of Intent and older inspection records shall e [d)unanticipated a Within 24 hours,an oral or6ectronic notffcat#an
e
malntalned for a period of three years after project CampletlDn and made availabl le bypasses[4fl CFR ■ W/rhfn 7calrndar days,a report that lncludesan rvaivatlan of tll �
upon request. [40 CFR 122.41) 122 41(mH3)] auality and eHecl of the bypass D.R. H 0 RTO I■
lei Noncompliance ■ Within 24 hours,an oral or electronic notification - r i a♦+a a►i i+♦►i♦
with the con ditiOns ■ 1Vithin 7 calendar days,a report that containsa descrip3 Cn of the '1
AMERICAS BUILDER
of this permit that nonwmpliaace.and its rauseS:the period of noncampliance, ♦ f
may endanger including exact date.,and limes.and if the noncorc.pliancehas not F'laH, go- •
health or the •
keen d7rrecFr'd,the an[idpated titre npncpmptiance is expected to ♦
environment[4l! continue;and steps taken or planned to reduce,eliminate,and • Nell Uldrlck, CPESC, CESSWI
CfR 122-4111)(71) prevent-[occurrence of the norrcorrpliance.f4a CFR 122 41(I)(6) Flow Mendenhall OakS Parkway
• Dirislon staff may waive the requirement for awritten report an c •
mSrhysasehasis. � High] Point, NC 27255
NORTH '-ARQt_)NA
Environmental Quality s House liatsc
♦
NCG0I SELF-INSPECTION, RECORDI<.EEPING AND REPORTING EFFECTIVE: 44/01/19
Flow
•
• Flow
Notes: 1.) Any combination of the above plans may he used to adjust to site conditions.
2.) Silt Fence must have washed stone placed on the uphill side of the silt fence.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE Df=E ATE wtslfdn THE NCGD1 CONSTRUGTiON GENERAL PERMfT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRIXTlfke YttH LIW:R NO-7 May 2011 PAGE 2 OF 2
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. _ "'■
activity being considered compliant with the Ground 5tahiIization and Materials Handling
sections of the NCG41 Con structivn General Permit(5ert'sans E and F,respectively). The
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the 7 "K"" ROSEMARY GLEN
project. "` a
permittee shall comply with the Erasion aid Sediment Control plan approved by the {�� [� [s r�
dele aced au havin 4. Collect all spent fluids,store in separate containers and properly dispose as TO YY N H D M ER7 - PHASE L
g y g jurisdiction.All details and specifi[atii?ns shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible]. ■
S. RaInave leaking vehicles and construction equipment from service until the problem SECTION E.15ROUNDSTABILI7ATION has been corrected- Glt}SonVllie, NC� �""r■t�o"'�' -�
Rer;utred Ground Stab!llzativn Timefralttes
6. Bring used fuels,Isbricants,coolants,hyd ra u lic f M ds and other petroleum products `l .4 MU Guilford County, NC
to a recycling or disposal center that hand)esthese materials.
Stabilize within this �`�.
Site Area Description many calendar Timeframa variatinns xrow M F n r A9n,rr ro ar v s�a,r srw+n.�
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbarrca 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 t `
swales,d]tdies,and 7 Nnne receptacle)on site to cont ain construction and domestic wastes.
es x
rimeter slopes L Do not discharge concrete or cement slurry from the site. j r.
p 3. Locate waste containers at least 50 feet away from storm drain inlets and surface
2. Dispose of,of retycle settled,hardened concrete residue in accordance with local .• _
(b) High QuaIIIty Water waters unless no other alternatives are reasonably available.
7 None and state solid waste regulations and at an approved facility.
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial arnounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
(c) slopes steeper than If s`opes are 70'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 imperv)ous barrier and within
3:1 7 not steeper than 2:1,14 days are S. Cover waste containers at the end of each workday and before storm events a lot perimeter silt fence.
allowed provide secondary containment, Repair or replace damaged waste containers. Tall Fescue
a(L Planting Rates/Acres Planting Dates
4. instal[temporary concrete was per laced requirements,where applicable. If art Tall Fescue Low
-7 days for slopes greater than 50'in 5. Anchor all lightweight items in waste containers during times of high minds. alternate method or product is to be used,cantatt your approval authority tor ( 1OD-150 lbs. Aug.15-tact 15
P P Empty p p immediately i Maintenance) Planting Tvue Planting Rates/Acres PIantirt Dates NO: DATE: DESCRIPT[oN:
ten and w'Itft slv es shoe erthan 4:1 7. Em waste containers as needed to prevent over-Now. Clean u Immediate f review and approval. If local standard details are not available,use one of two _ Feb. 15-1Nap 1 � B
•7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. Tall Fescue waterways andye grain and Kobe 1201bs. an.I-May 1 Revisiorts
d 5Iv es 3:1 to 4:1 i4 Y 7.Of}-25rJ lbs Aug.1-Oct-o 15 ] y
t ) P ditches,perimeter slopes and HQW 8 Dispose waste off-site at an approved disposal fadlity. S. Do nat use concrete washouts for dewatering or storing defective curb or sidewalk lawns(High Maintenance) Lespedeza 50 lbs.
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 --••- - - _ __ __ _ _� Feb. '15-May I --
Blend of two turf- tallerman Millet or Sudan 40-50 Ibs May 1-Aug. 5
a, -10 days for fails Lake Watershed discharged to the storm drain system or receiving surface waters liquid waste must turf-type 200-z5a lbs. Aug.A15-flct.15 Y g•
rescues(90%)and two or grass PRQJEGT NUMBER:
be pumped out and removed from project. Feb. I5-May 1
-a -7 days for perimete•dikes,swales, PAINT AND OTHER LIQUID WASTE more improved Kentucky Rye rain loafs may be T � 2�40623
ditches, erimeter slop es and HQW Zones 1, ❑a not dump paint and other liquid waste into storm drains,streams or wetlands. 6• Locate washouts at least 50 feet from storm drain inlets and surface waters unless it Y g Y 120Ibs. Aug.15-Dec.D 30
(a) Areas with slopes P p can be shown that no nther alternatives are reasonably available. At a minimum, bluegrass varieties(10;6) substituted before Oct.1 or
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 pra;ection of storm drain inlets)closest to the washout which could re hd ceive �} -maintenance. ___ rtdrear front Oct.2-Nov.I51
CD
thorn is zero slope waters unless no other alternatives are reasonably available. DRAWN BY: BWS
I Nate:Afterthe permanent cessation pf construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area- spills or overflow. Tall fescue and Kobe or 100 lbs and Feb.15-May I
7 Locate washouts in an easily accessible area,on level ground and install a stone Korean Lespedeaa 20-2.51bs Aug.I5-Oct.15
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 - Annual Rye grass 4D lbs. Aug.15-Nov.30 REVIEWED BY: PAS
Tall Fescue and Seri Lea 50 Ibs, Nov. --Feb.1 g practicable but an no case[pager than 90 calendar days after the last land disturbing S. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from a Weeping Lave 51bs. _ __ _ May 1-Aug.15
cn pprovingauthvr)ty. Lespedeza 601bs. furrscurf ed
o activity. Temporary ground stabili ratio n snail be mairltairted in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project _ -__- _ _--.___..-. .
Nsurface stable against accelerated erasion until ermanent round stabilization is achieved. a ISSUED FOR:
PORTABLE TOILETS limits. Post signage on the washout itself to identifythis location. Tall fescue and German 60 tbs. July and August CofvSTRUCTiOv
GROUND STASIMATION SPECIFICATION 9. Remove leavings from the washout when at approximate€y 75%capat rty to limit Millet or 5udmLmss^ 30 lbs.
c� 1. Install portable tollets on Ievel ground,at[east 50 feet away from storm drains, - - -- --- -- _
(n Stabilize the round sufflrienti so that rain wlII not dislodge the soil. Use one of the overflow events. Replace the carp,sand bags or other temporary structural
Ch g Y streams or wetlands unless there is no alternative reasonablyavailable, If S0 foot Tall Fescue and 701bs. Nov.I-Jan.30
c techniques in the table below: components when no longer functional. When utilizing altemative or proprietary DATE:
� offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturers instructions . ?,yegrain 25Ibs. Notes
E2 T r+ stabubwdoo Pentmae"tSb�atkm on a gravel pad and surround with sand bags. - -- ------- We fiat !ot !s u ert!lial rays but is irtrluded here l>truusr o its udu ltuhr]!t to r soil corutitions,tact is 01/04/2024
10. At the completion of the concrete work,remove remaining leavings and dispose of Common Sermudagrass S lbs (hulled) Apr.15 June 30 Weepi g Rlera+c rf g f f y
Q! •Tern porary grass seedt-0vered withsuaw 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 fatility. Fill pit,if applicable,and stabilize any disturbance 15 301bs (u!lltuJled) Feb.1-Mar.30
other mulches and tarkiliers other mulches and tackifers foot traffic areas. -_._-
"f ■ Hydrnseeding ■Geotextile fabrics such as permanent soil caused by removal of washout. Notes DRAWING NAME:
L 3. Mannar portable toilets for leaking and properly dispose of any leaked material. 1. Fors in se-Ming,use scarified lac dew srM.For lure All❑nd unnterseedirr ,use truscari ed seed.
s1 . Rolled erosion control products with or reinfnrcernent mattilTg Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace spring S f'" f S � Pur
gse
Mthout:emporary grass seed ■ Hydrow"ir with r er! 2_ Annuals,such❑s millet,srrdarrgr¢cs,user[rycgruirt,mresf fie kepi at 10.I2"maximum height.
E •Appiop ria Wly applied straw or other mulch •shrubs orother permanent planting covered pop Y operating unit. seeding disturbed areas with annual grasses or legumes to prosride temporary ground cover to minimise soil etxr3ion-
• plastic Sheeting with mulch HERBICIDES PESTICIDES AND RODENTICIDES
• uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT 1. Store and apply herbicides,pesticides and rodenticldes in accordance with label Practical Avalications
r
= suffitientta restrain erasion 1. show stackpi[e la[dtian5 on plans. locate earthen-material staEkpile areas at does( restrictions. aSe Where bare soil has been exposed by construction activities,and vegetative[aver is needed for less than one year.
o' •strncturai me�iods such as concrete,as halt or 2. Store herbicides,pesticides and rodentici des in their origtnaI containers with the �r These areas may include temporary sediment traps,diversions,stockpiles,building pads,etc.It may also be used as a
P 50 feet away from storm drain inlets,sediment her aI,per sediment controls label,which lists directions for use,ingredients and first aid steps in case of To permanently stabilize disturbed areas created by construction activities and minimize soil erosion.
retaining walk g r Temporary perimeter buffer. EROSION
�. ng and sur#aCe waters unless it can be shown no other alternatives are reasonably '
cth ____ __ _ __ + Rolled erasior.con Laiiclurt:wfHt gtas:•rrd available- accidental poisoning. -
E -� _ 3, do not store herbicides,pesticides and rodenticides in areas where flooding is ; Practical_Applications
Preuaratifln CONTROL
°J Z. Protect siackpile with silt fence installed along Lae of slope witFi a minimum offset of possible or where they may spill or leak into wells,storm water drains,ground water f Where bare sail on rnnstructinn actic�ties is not covered by structures or other erasion control measures. Prepare seedbed by ripping,harrowing,chiseling,or plowing to a depth of at least 6 inches that produces a loose
� � POLYACRYLAMEDES PAMS AND Fi_OCCI[LANTS
ec -- ( ) five feet from the toe of stockpile, or surface water. if a spill occurs,clean area immediately.
m M 1. select flocculants that are appropriate for the soils being exposed during 3. Provide stable store access point when feasible. 4. Da not stockpile these materials onsite. Per Potation friable surface.Remove all stones,boulders,stumps,or debris from the surface which would prohibit germination or
plant growth. DETAILS
� const(uction,selecting from the NCI7NVli his#afApprpved PAMS/Fbrcr�lunrs. 4. stabilize starJcpile within the timeframes provided on this sheet and in accordance
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seedbed by ripping chiseling harrowing or plowing to a depth of b"that produces a loose,friable surface.
-;r_ c 2. Apply flvccularts at or before the inlets to Erosion and Sediment Control Measures- with the approved plan and any additional requirements. Soil stabilization is defined
aN Remove all stones,boulders,stumps,or debris fmm the surface which would prohibit germination or plant growth. I [
� 3. Apply fivctularts at the concentrations speeFfied in the NC OWft list Of Approved as vegetative,physical or chemical(average techniques that wilt restrain accelerated Apply 750-1000 lbs.of 10-10-10 fertiliser and up to 2 torts of dolomitic Iime per acre. Note-lime may not be required
HAIARE]l)i]S AND TOXIC WASTE if a sail test indicates a pH of 6.5 or higher).
a- =o PRMS/Flo[tu/ants and in accordance with the manufacturer's instructions- erosion prT disturbed soils fartemporary or permanent control needs. Inoo rate into the soil 800]p00lhs.of 1010]0 fert:iiaer lus 50016s.of 2t1%su has hate r acre and 2 tons of
4 Provide ponding area for containment oftreated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site. FPo P Pere P per
cc offsite. 2. Plate hazardous waste containers under cover yr in seconda eantainment. dolomitic lime per acre unless soil tests indicate that a lower rate of Iime can be used. DRAWING NUMBER:
rY Mulch after sending with 1,5 torts of grain straw per acre and crimp straw into the soil or tack with with liquid ashait
N g 5. Store fIocculants in leak-proof containers that are kept under storm-resistant cover w , NORTH CAPtOL1 NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the grourd at 400 gallons per acre or emulsified asphalt at 300 gallons per acre,
of surrounced by secondary containment structures + EnvirOnmental Quality Mulch after seeding with 1.5 tons of grain straw per acre and crimp straw into the sailor tack with liquid asphalt at
a _ ' 400 gallorz per acre or emulsified asphalt at 300 gallons per acre. _
T NCGO 1 CrR0UND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
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