NCC233534_Site Plan or Location Map_20231130

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7.
NTERs PROPERTY LINEr jV � M
ADJOINER PROPERTY LINE
BY DEED OR PLAT IOyI1�
PD LIMITS OF DISTURBANCE ———— h�l a 0 z a
G��� DRAINAGE ARROW (PROPOSED) > (15 .g O
w SIT(��+�'+ c�� SUBDIVISIONSILT FENCE x—x [~j7] j O
E -A, SILT FENCE OUTLET 1I x 'Ce^� z
Z 2 P- STANDARD GRAVEL BAG �+y
m �� CURB INLET PROTECTION f 1
11 STANDARD BLOCK & GRAVEL
DROP INLET PROTECTION
I INDIVIDUAL LOT
\ J CONSTRUCTION ENTRANCE .-•_--•_•-•_.-•_•_ ``„ 11'Ir,r,
VICINITY MAP LEGEND [3,,,„- ,..........A...A'....0 `
EROSION CONTROL PLAN .`. N t
9;9
Not To Scale
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y o24
CONSTRUCTION SEQUENCE LOT 1 _A =0F''.F,,, ,E.`o s
OWNER INFORMATION OP,.`
EACH STAGE MUST BE COMPLETED AND IMMEDIATELY STABILIZED PRIOR TO STARTING SUBSEQUENT M. OA
STAGES. BMPS SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE ACCOMPANYING DRAWING ,, ,``
AND INSTALLED. 113/24/22
GEPHART BUILDING COMPANY
1) OBTAIN ALL NECESSARY PERMITS AND CERTIFICATES PRIOR TO BEGINNING ANY 4016 BARNORT DRIVE
CONSTRUCTION ACTIVITIES. RALEIGH,NORTH CAROLINA 27609 /
CONTACT THE WAKE COUNTY ENVIRONMENTAL SERVICES DEPARTMENT OFFICE AT LEAST ATTN: TART HAMILTON
48-HOURS PRIOR TO COMMENCING ANY LAND-DISTURBING ACTIVITY. SCOTT REAMS WILL BE PH: [phone]
THE POINT OF CONTACT FOR THIS LOT(EMAIL:SCOTT.REAMSWWAKEGOV.COM; EMAIL: tarihamiltan®gmail.com
PHONE: [phone]).
THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED WAKE COUNTY, N• C •
SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE
HTTPS:ORWATER NC.GOV/NCDEQ/ENERGY%20MINERAL%2-CSW- ONITORING-SOURCES
/STORMWATER/NPDES%20GENERAL%2OPERMITS/DEMLR-CSW-MONITORING-FORM-
REV-AUGUST-8-2019.PDF. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT GENERAL E&S NOTES
ON-SITE AND AVAILABLE FOR INSPECTIONS AT ALL TIMES. IT IS RECOMMENDED A COPY BE tii
KEPT IN A PERMITS BOX.
- THE EROSION AND SEDIMENT POLLUTION CONTROL PLAN SHALL BE AVAILABLE
SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE ON-SITE AT ALL TIMES DURING THE EARTH DISTURBANCE ACTIVITY AND UNTIL ALL
PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24-HOURS OF DISTURBED AREAS ARE PERMANENTLY STABILIZED.
EVERY RAIN EVENT OF GREATER THAN 1-INCH.ANY NEEDED REPAIRS SHALL BE MADE m /
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL EROSION CONTROL MEASURES SHALL - THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS lc BE SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GUAGE SHALL BE c \ MATERIAL AND MAKE SURE SITE(S)RECEIVING THE EXCESS HAS AN EROSION&
INSTALLED AT THE PROJECT SITE FOR MONITORING. SEDIMENT CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR
GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND SHEET INDEX OTHER STATE AND FEDERAL REGULATIONS. r N
DISTURBING ACTIVITY. FOR STEEP SLOPES,THAT AREA MUST BE STABLIZIED WITHIN - ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND 7
7-CALENDAR DAYS. RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENTS SOLID WASTE P-'-1
2) AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET.SEQ.,271.1 ET. SEQ.,AND
CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE NORTH CAROLINA ONE CALL D R SEQ. NO BUILDING MATERIALS SHALL BE BURNED, BURIED,DUMPED,OR
DISCHARGED AT THE SITE. �J
(811)SYSTEM AND/OR A PRIVATE UTILITY LOCATION SERVICE FOR THE LOCATION OF EXISTING `J 1-1 F� ICI
UNDERGROUND UTILITIES. 1 COVER SHEET& - IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE c/) .-
POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION,THE H� O
AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ,�/
CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS,THE EROSION CONTROL NOTES ELIMINATE TIE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. //�� � FL
LAND OWNER,ALL APPROPIATE MUNICIPAL OFFICIALS,THE E&S PLAN PREPARER,PCSM PREPARER, 1--1 FBI
THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF - ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL ll r
IMPLEMENTATION OF THE PCSM PLAN,AND A REPRESENTATIVE OF WAKE COUNTY ENVIRONMENTAL BMP,SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL
(� V
SERVICES DEPARTMENT TO AN ON-SITE-PRE-CONSTRUCTION MEETING. 2 EROSION CONTROL PLAN FACILITY,OVER UNDISTURBED VEGETATED AREAS. h�I
3) ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING - CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, hil
SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY CONTROL NON-DECOMPOSABLE,INERT,SOLID MATERIAL. THE TERM INCLUDES SOIL,ROCK, rr^^ ,.,/
FOLLOWING STAGE IS INITIATED. CLEARING,GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED 3 EROSION ONTROL DETAILS STONE,DREDGED MATERIAL,USED ASPHALT,AND BRICK,BLOCK OR CONCRETE FROM c/ H , I:I
ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ANY DEVIATION FROM THE FOLLOWING CONSTRUCTION AND DEMOLITION ACTIVITES THAT IS SEPARATE FROM OTHER WASTE _ z 'EI 0
SEQUENCE MUST BE APPROVED IN WRITING FROM WAKE COUNTY ENVIRONMENTAL SERVICES DEPT. AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED w
N OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. O
4) INSTALL THE ROCK CONSTRUCTION ENTRANCE. (THE TERM TJSED ASPHALT'DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT CD
5) FIELD MARK/FENCE OFF EXISTING TREES TO BE PROTECTED DURING CONSTRUCTION. \ .1 HAS BEEN PROCESSED FOR RE-USE.). O U 6) CLEARLY FIELD MARK THE BOUNDARIES OF ANY&ALL WETLANDS, FLOODWAYS,BUFFER - A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE U
STRIPS,SPRINGS,STEEP SLOPES AND OTHER CRITICAL AREAS TO REMAIN UNDISTURBED. AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE WAKE ENVIRONMENTAL
SERVICES DEPARTMENT SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED 0
7) INSTALL ANY DIVERSION CHANNELS AND IMMEDIATELY INSTALL THE TEMPORARY LINING PER PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. WAKE COUNTY MAY REQUIRE O
REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL �I 1-1
THE MANUFACTURES INSTRUCTIONS. AT ITS DISCRETION. rTl c/) C
8) BEGIN EXCAVATION FOR THE REMAINDER OF THE DRIVEWAY. FOR DRIVEWAYS SLOPING - IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL H O
TOWARDS A PUBLIC ROADWAY,EXCAVATE ONLY WHAT WILL BE STONED BY THE END OF EACH FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION,THE OPERATOR SHALL rT
WORKING DAY. PROVIDE A CROSS SLOPE OR CROWN THE CENTER(1/2"TO 3/4"PER FOOT) IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL W
OF THE DRIVEWAY AND INSTALL ANY BROAD-BASED DIPS TO DIRECT RUNOFF OFF OF FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION AND NOTIFY THE WAKE
THE DRIVEWAY. IMMEDIATELY PERMANENTLY STABILIZE ALL GRADED DRIVEWAY AND PUBLIC ENVIRONMENTAL SERVICES DEPARTMENT.
ROADWAY EMBANKMENTS. (STONE/SHALE UP TO HOME CONSTRUCTION) / \
9) STRIP TOPSOIL FROM THE BUILDINGOWN. SITE AND IMMEDIATE WORK AREA ONLY. STOCKPILE ADDRESS 5325 BENT LEAF DRIVE hT�l
TOPSOIL IN THE LOCATON SHOWN. TEMPORARILY SEED AND STRAW-MULCH THE
STOCKPILE. ��J�T CREEK
10) PROCEED WITH BUILDING CONSTRUCTION AND SITE IMPROVEMENTS. TEMPORARILY SEED AND TOWNSHIP 1V SHIP SWIFT I.REE11
MULCH ANY DISTURBED AREAS WHERE WORK CEASES. WHEN ROOF DOWNSPOUTS(WITHOUT / \
INFILTRATION PITS)ARE INSTALLED,TEMPORARILY EXTEND THE SPOUT(WITH FLEXIBLE PIPE)TO A
STABLE UNDISTURBED AREA. GENERAL GRADING NOTES
THE TOTAL LENGTH OF UTILITY TRENCHES OPEN SHOULD NOT EXCEED THAT WHICH CAN BE PIN NO. 0780-88-3674 C7
BACKFHLLED AND STABILIZED OR PLUGGED AT THE END OF EACH WORKING DAY. 1. ALL EROSION CONTROL MEASURES SHALL BE IN W
ZONING
BEFORE LAND DISTURBANCE ACTIVITIES BEGIN. c)
11) DURING FAVORABLE GROWING CONDITIONS FINISH GRADE,REPLACE A MINIMUM UNIFORM ZONING R-80 VV��7 2. FINISHED GRADE TO BE SLOPED AWAY FROM ~/'� I l
6"OF TOPSOIL, AND IMMEDIATELY APPLY LIME,FERTILIZE,SEED,STRAW-MULCH,AND FOUNDATION 6"IN THE FIRST 10 FEET. �y
TACKIFIER PER THE PERMANENT STABILIZATION SPECIFICATIONS OR SOIL TEST RECOMMENDATIONS. 0
r (A DO NOT DISTURB OUTSIDE THE LIMIT OF DISTURBANCE SHOWN ON THE DRAWINGS. LOT NUMBER _ 3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE I--I
DEED RESTRICTIONS,EASEMENTS, RIGHTS-OF-WAY,UTILITIES AND H1 z
12) MAINTAIN AND REPAIR ALL BMP'S IMMEDIATELY AFTER EVERY RUNOFF EVENT AND ON A RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED. E- Ls
WEEKLY BASIS THROUGHOUT CONSTRUCTION AND UNTIL ALL DISTURBED AREAS ARE PERMANENTY 4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR H �HMJJ F-' �j
STABILIZED(I.E.AT LEAST A UNIFORM 70%,WELL-ESTABLISHED, PERENNIAL VEGETATIVE COVER). DEED DB 16798 PG 1848 DESIGNING STEPS,PORCHES, DECKS,ETC.AS NECESSARY TO l�rT,, = i:1.0 F+1 F-1
13) UPON PERMANENT STABILIZATION REMOVE AND PROPERLY DISPOSE OF/RECYCLE ANY SILT 7 V [� PREVENT ENCROACHMENT INTO SETBACKS. W H eJ
FENCE,CONSTRUCTION WASTES,AND/OR OTHER BMP'S. PERMANENTLY STABILIZE AREAS PLAT BOOK BM 2002 PG 1639 5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH FBI
DISTURBED BY REMOVAL OF THE BMPS. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
T 7D D 6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND O �I O MH
14) A QUARTERLY INSPECTION OF THE DRY WELL,RAIN GARDEN,ETC WILL NEED TO CONTINUE DISTURBED AREA 61,200 S.F. LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. 4 't I-�-1 F+1
PERPETUALLY. IF A STORMWATER BMP FAILS,THEN WILL NEED TO BE RECONSTRUCTED. 7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON AO
15) UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION. 1:1LI CD OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATORS SHALL CONTACT WAKE ENVIRONMENTAL \ 8 GRADING
PLAN
INTENDEDISINTENDED
TO RE TO REPRESENT
EPRET EFINE GRADING OF
PAD
G ELEVATION ,-/
SERVICES DEPARTMENT FOR AN INSPECTION PRIOR TO THE REMOVAL/CONVERSION OF THE E&S \ AND NOT PORCHES,SLABS,DRIVEWAYS,PATIOS,AND SIDEWALKS,ETC. F�-I
BMP'S. I"1
9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT. �/
16) UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES,REMOVAL OF ALL TEMPORARY
BMPS,INSTALLATION OF ALL PERMANENT PCSM BMPS, AND PERMANENT STABILIZATION OF ALL 10.OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN
DISTURED AREAS,THE OWNER AND/OPERATORS SHALL CONTACT WAKE ENVIRONMENTAL SERVICES WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
DEPARTMENT FOR A FINAL INSPECTION. 11. WAKE ENVIRONMENTAL SERVICES DEPARTMENT RESERVE THE RIGHT TO REQUIRE /
ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
17) WHEN THE PROJECT IS COMPLETE,THE PERMITTEES SHALL CONTACT WAKE ENVIRONMENTAL SERVICES IMPLEMENTATION PROVE TO BE INADEQUATE. DRAWN BY: EG
DEPARTMENT OF CLOSE OUT THE E&SC PLAN. AFTER WAKE COUNTY INFORMS THE PERMITTEE OF THE 12.THE CONTRACTOR SHALL CONTACT N.C.ONE CALL(1-800-632-4949)
PROJECT CLOSE OUT VIA INSPECTION REPORT,THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. REVIEWED BY: DMR
ELECTRONIC NOTICE OF TERMINATION(e-NOT). A$100 ANNUAL GENERAL PERMIT FEE WILL BE 13.FOR GROUND STABILIZATION TIMEFRAMES,SEE TABLE ON DETAIL SHEET. DATE: MARCH 24,2022
CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
SCALE: N.T.S.
FILE NO.: BENT LEAF.DWG
REV.NO.: NONF
SHEET NO. 1 OF 3
S. J l

er 1
Temporary-seeding recommendations for late Winter Early Spring Temporary seeding recommendations for Summer Temporary seeding recommendations for Fall
Sewing Mixture Seeding Mixture Sewing Minima PROPERTY LINE L j t`R�
Species Rate(Lb acre) Species Rate(Lb acre) Species Rate(Lb acne) V N m
Rye Gram(green) 120 German millet 40 RyeGrain 120 ADJOINER PROPERTY LINE11
0
Annual lespedeza 02obe in BY DEED OR PLAT
Piedmont and Costal Plain) 50 Seeding dates: Seeding dates: ^ �
Piedmont- May pi-Augis Coastal
Aug is-Dec 31 LIMITS OF DISTURBANCE hit o 0 Z O
Omit annual lespedeza when duration oftemporary cover is not to Coastal Plain-April IS-Aug 3l Coastal Plain-Aug 31-Dec 3l ————
extend beyond June. p!
Soil Amendments:
Seeding dates: Soil Amendments: Follow recommenawmes of soil tens or apply 2 tom acre DRAINAGE ARROW (PROPOSED) > i W
Piedmont and Coastal Plain-January 1-May 1 Follow recommendations of soil tests or apply 2 tons acre ground agricultural limestone and 1,0001b acre 10-10-10 _ v'
ground agricultural limestone and 1,0001b acre 10-10-10 fertilizer. W
Soil Amendments: fertilizer I SILT FENCE x—x Z r )
Follow recommendations of soil tests or apply 2 tons acre ground Mulch: BM 2002 PG 1639 V _agricultural limestone and 1,000 lb acre 10-10-10 fertilizer. Mulch: Apply 4,000 lb acre straw.Anchor straw by asphalt tack, ,0 h
Apply 4,000 lb acre straw.Anchor straw by asphalt tack netting or a mulch anchor tool.A disk with blades set II�.I' �yi I
Mulch: nearing or a mulch anchoring fool.A disk with blades set nearly straight can be used as a mulching anchoring tool. Z — SILT FENCE OUTLET 7kR T .E- H 0
Apply 4,000 lb acre straw.Anchor straw by asphalt tack vetting or nearly straight can be used as a mulching anchoring tool. ry--JJ, rjy
a mulch anchoring tool.A disk with blades set nearly straight win be Maintenance: 1� W
used as a mulching anchoring tool. Maintenance: Repair and maintain damaged areas immediately.Topdress STANDARD GRAVEL BAG
Re-fertilize if growth Is not fully adequate.Reseed,m-fertilize with 50 lb acre of nitrogen in March.Ha is necessary b /'� __
Maintenance: and mulchimmediately following and other damage. extend temporary cover beyond lunel5,overseed with 50 CURB INLET PROTECTION ' • � U
Re-fertilize if growth is not fully adequate.Reseed,re-fertilize and lb acre Robe(Piedmont and Costal Plain)in late February or Cl")y) 0
mulch immediately following erosion and offer damage. early March.
Seedbed Preparation: STANDARD BLOCK & GRAVEL
L Chisel compacted areas and spread tepaeilthree inches deep over adverse �� DROP INLET PROTECTION
PERMANENT SEEDING REQUIREMENTS FOR soil conditions,If evadable.
SHOULDERS,SIDE DITCHES,SLOPES(MAX.3:1) 2. Rip the3. Remove al entire area to sixdeep.
l loose rock,rootts and other obstluctiovs,leaving surface
Date reasonable smooth and uniform.
Type Planting Rate 4. Apply agricultural lime,fertilizer and superphosphate uniformly and MIX CONSTRUCTION ENTRANCE
Aug 5-Nav t Tall Fescue 300 Ibs/aere wrth sail(see mixture below).
9 5. pContmuerepared tillage until a well-pulverized,firm,reasonably uniform sedbed is N/E N/F
30016s/aereprepared four to sic inches deep. CAROLINE Ft PHILLIP LEE WAKE COUNTY t"e"e"e"e"e"e"e"e" rrt
Nov 1-Mari Tall Fescue S Abruzzi Rye 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding DB 4472 PG 708 DB 1988 PG 277 ,,`t,rr CAR to
equipment or minxck after seeding. BM 1987 PG 221 BM 1970 PG 259 .`�,p°. O r'zzaz
300 lb./acre 7. Mulch immediately after seeding and anchor mulch. I LEGEND
•1./L'1\L `O ••F ESS/"•.,
Mar 1-Apr 15 Tall Fescue O
g. Inspect all seeded areas and make necessary mpa'us or reseedmgs within the 36a /'s QQ- y' 9
Hulled Common planting season,if passible.If stand should be more than 60%damaged,re-
APr 15-Jun 30 25 Ibe/acre /' � 62
Bermudagrass establish following the original lune,fertilizer and seeding rates 3 o SE
125 lb./acre(Tall r Ms”,re, /, n y -024 °
Tall Fescue AND Brawntap Fescu):35 II e
Jult-Au9 t5 Millet or Sorghum-Sutlan BrowntoP MilletR 30 FgyW�zturo'.000lbslacre estone-=10.1U-lutons/acre
(3 tonslaue hr cloy soils) I /` -2._
�' J /3y9 '.6(r'••'2,NG I NE 5/0
Hybrids"' Ibs/acre(Sorghum- Superphosphate-SUU Ibs/acre-20%analyab 3a2' _ J — — �i"a °,,
.
Sudan Hybrids) Mulch-2 tons/acre-small grain Man / / M. R H
Anchor-Asphalt emulsion at 300 gwlons/aere rr 1 J I- V n 3/24/221
SEEDING REQUIREMENTS 36o_ — --- — 204 /
.�� - --- S03'4' "W 210.37' _2— _i _KO--_,2-' l
— ` — — - — — / —
30.0'
358-' �' \ _2./
—354
r , �S ENCE/ _ R�EAR SETBACK I'" 2... ". --
-352
OWNER INFORMATION .t3 _
s, \ — I / LIMITS OF DISTURBANCE
GEPHART BUILDING COMPANY 1 / — — 952' o� (f61,20G S.F.)
4016 BARRETT DRIVE o tY II �3B0
RALEIGH, NORTH CAROLINA 27609 / � wD ----- ' / p
354-
ATTN: TART HAMILTON GIs %
to
eil
PH: (919)621-419�6 I-/"� _3as ` f EMAIL: tanhamil ton rnail.corn —Ir ' —I \\' 80,546 S.F.
352� I / 1.85 Ac. xl
/ 1
I 3
350— t J--�I'y i / INSTALL TEMPORARY Z (
INSTALL TEMPORARY _ L— SILT FENCE, TYP. F��i
CURVE RADIUS ARC LENGTH CH. LENGTH CH. BEARING SILT FENCE, TYP. I -Hera o Z Z
Ci 252.50' 19.37' 1 .37' S03'17'03°W J- ci) 1-1
O
-- /
348- ' 1 x / -342 /\
346 / PROP DSED
SETBACKS i IN£'tE—FAMTEY PROPOSED CISTERN U
RESIDEN E — O O�,/
/ / 39.5' —I� _ —340 W
FRONT: 40 FT. 3as / -- C4 H
SIDE: 20 FT. II 58.9 / _ ��
REAR: 30 FT. / —338 w3j
1 / — _ _ �1 PROPOSED 1.5" O ^
90 42 ( li n FORCE MAIN 2_A 1 O
N F m tli' xY _334 N/F cA
SHIRLEY DINARDO ` _ cen n ' NICOLE&JARED SPECTOR a.s/
DB 14270 PG 495 1 I tY J °J� DB 12036 PG 1145 �-�( ~� O
BM 1987 PG 221 f 1 '1�� BM 2002 PG 1639 O
—332 I
IMPERVIOUS SURFACE AREA 4?' ' �' r�Y.
PROPOSED SEPTIC
NON CRITICAL CRITICAL ®e )I( � °,� & PUMP TANKS
DESCRIPTION ZONE ZONE 4, 1 1-•� ( y�fi —33aP.
CONCRETE ,, �(' ti \
22 0 /
WASHOUT AREA 7 �I \ �� •\
HOUSE w/ PORCH 2,724 S.F. 1,807 S.F. %" K I /' _ — 326
SCR. PORCH/HVAC 419 S.F. 0 S.F. J �5/ 1 / 7I //PROPosED RIP-RAP (...7
REAR PATIOS/MISC. 12 S.F. 305 S.F. P-\ \ 200'i I \ N / I � / �200._/ DISSIPATER PAD
01
PAD @ GARAGE 1,031 S.F. 0 S.F. \ ` / / /326
SEPTIC
- FRONT WALKWAY 126 S.E. 102 S.E. \ t, CA
\ AREA \ / / SILT FENCE Q
DRIVEWAY 2,080 S.F. 876 S.F. \ '.� \ \ \ _\ I or ` OUTLET, TYP. 1-1 z Q U
qd
TOTAL = 6,392 S.F. 3,090 S.F. \ \ �1 / p4 = a W� Z
LOT AREA = 27,442 S.F. 53,104 S.F. ( \ \`�\\ \ \ ' \ z \ \t Ho
GW-
PROPOSED % IMP. AREA = 23.3% = 5.8% \ `a it \ `� \ ( \ \ s� \ \ SILT FENCE O Q
TEMPORARY STONE ♦ 1 _� 40' ErencK� -� OUTLET, TYP. a U
MAXIMUM % IMP. AREA = 30.0%* = 6.0% CONSTRUCTIONDRIVE �' ,, i. \ ,-1
\ \ �� \ \ \ \ \ \ ,,\ \ P-4 o
*THE MAXIMUM ALLOWED IMPERVIOUS IN THE NON—CRITICAL \ \�, 40'0' \ I 326 W
ZONE IS 12.0% PER ZONING REGULATIONS. WITH THE \ . sIL�FENCE. _ A \
INSTALLATION OF THE PROPOSED CISTERN TANKS THE _ I X "�� = _,7_aL ) N.
MAXIMUM ALLOWED IMPERVIOUS IS 30.0%. ( \ NorGX;10"E l7 30' \ c1
i o'z1o' \ \ \ I \ \ \ N —N GRAPHIC SCALE
EASEMENT F DRAWN BY: EG
\) ` BENT LA D�R I�` \ \ \\ \ \ a REVIEWED BY: DMR
R g
I DATE: MARCH 24,2022
/ I / 45'7RIVATE, /W / SCALE:
30'
,y4 m/ n/ / ( IN FEET
1 n $ ; I ` �3\ ,,3� 1 inch= 30 ft. FILE NO.: BENT LEAF.DWG
\ L. REV.NO.: NONE
SHEET NO. 2 OF 3

e e 1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE a••I a'-0•MAXIMUM
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. smucnRE WITH u -
r 1 M
Implementing the details and specifications on this plan sheet will result in the construction 2. provide drip pans under any stored equipment. -a lea/ eV
activity being considered compliant with the Ground Stabilization and Materials Handling gY Xg ur w �• - �"K: krrrr� A
3 Identity leaks and repair as soon as feasible,or remove leaking equ potent from the ,�
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The g> cg `"'a" cr
permittee shall comply with the Erosion and Sediment Control plan approved by the project. a (�* � sT,,,,� is,,,,, S i SILT FENCE FABRIC I
4. Collect all spent fluids,store in separate containers and properly dispose as a>A .cg �r MINIMUM 10 GAUGE /^� �
delegated authority having jurisdiction.All details and specifications shown on this sheet g� ` rSrnm a-cep a INSTALLED TO SECOND ° 1 Q Q
hazardous waste(recycle when possible). 0 000�g -1 MINIMUM 12-1 2 GAUGE O
may not apply depending on site conditions and the delegated authority having jurisdiction. ,a '. LINE WIRES WIRE FROM TOP / fi F4y�
5. Remove leaking vehicles and construction equipment from service until the problem unmd°' INTERMEDIATE WIRES '7"'yyyQyll
SECTION E:GROUND STABILIZATION has been corrected. „ aria tiro. , ran,•_ o uv.mom+.•u ro^snot• CO •Z' w
6. Brill dfuels,lubricants,coolants,hydraulic fluids and other petroleum products �m'IJ ro sit y.. �pM r•wm satin • �� Z
Required Ground Stabilization Tlmeframes g use I I f ,„',w,'°",""`"'°cow I rrl ry•I.
to a recycling or disposal center that handles these materials. `-I ^'
Stabilize within this :. ^= ate (GRADE \ !�, �]�p/�Z1]j���rJ/
many calendar ars •,"'"..7.::41'f b«�•,• b a •" -II=IIL ' . mmm . . . ram- m motet ram- i[SheAreaDescription daysafterceasing Timeframevariation: pF, oa.o ., �,r<m�naz eao`s mnn�rp .iT aeii•nRr ILgii �/ f-i
LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE ^�°• X E W Q
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. "''\II Z z g" pVj,
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS Ile 1I II III it >W (St
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. CI I II r^ LT]
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 III IQ FRONT VIEW :III III CAW � pi
(b) High Quality Water waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. "-"'- Z U
(Hew)Zones 7 None 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 7
(c) Slopes steeper than If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within STEEL POST .W"
5. Cover waste containers at the end of each workday and before storm events or NOTES:
3:1 7 not steeper than 2:1,14 days are provide secondary containment.Repair or replace damaged containers. lot perimeter silt fence. WOVEN WIRE FABRIC
allowed ge 4. Install temporary concrete washouts per local requirements,where applicable.If an
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 SILT FENCE FABRIC
-7 days for dopes greater than 50'inreview an local s are no available, two 1. Use silt fence only when drainage area
tength and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean Up immediately if d approval.If ll standard details ilable,use one of the t 'ci
containers overflow. types of temporary concrete washouts provided on this detail. does not exceed 1/4 acre and never in
d Slopes 3:1 to 4'1 -7 days for perimeter dikes,swains, 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewaterin t defective curb or sidewalk areas of concentrated flow. -M - FILL SLOPE() pes 14 ditches,perimeter slopes and HQWg or storing 3 `
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 2. Remove deposited Sediment when 50%
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must capacity is reached and as needed to "' x`st ttrrri,
be pumped out and removed from project. provide storage volume for the next rain • - `,,,,.5 CA
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless tr'r
R
eventand tof remove hydraulic pressure " GRADE
N o
Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. can be shown that no other alternatives are reasonably available.At a minimum, on the silt fence. y - ;�O���FESS/"••,• "'-
(e) •
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 _ SKIRT TO BE TRENCHED IN,AT A MINIMUM, eQ q
there is zero slope waters Unless no other alternatives are reasonably available. spills or overflow. 3. Inspect silt fence weekly and after each -I - B"VERTICALLY&4• HORIZONTALLY* IC= ° C.
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 1 rain event. - T SE
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 ANCHOR SKIRT AS DIRECTED
y; -024�
BY ENGINEER
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. O's Fly EQ-6 r7:
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 ' 0 0 F'••,GINS••,. O
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Postsignage on the washout itself to identify this location. '•i,,, ,yl•R HOP`,.`
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit SIDE VIEW rr ,�
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural 1113/24/22./
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless them 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.
hrmarmmStebaatlan on a gravel pad and surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and dispose of STANDARD TEMPORARY SILT FENCE
•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 an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance /
w
other mulches and'edifiers other mulches and tackiaers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geuteetile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Polka erosion control pr5d 5e0 with or reinforcementMattingUtilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Nydroseeding
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered with properly Operating unit.
•Plastic sheeting with mulch HERBICIDES,PESTICIDES AND RODENTICIDES
•uniform and evenly distributed ground cover 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
EARTHEN STOCKPILE MANAGEMENT a wit
sufficient torestrain erosion restrictions. sun FENCE
1. Show stockpile locations on plans.Locate earthen-mater •
ial stockpile areas at least ngins containers with the e
retaining wales 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
•Rolled erosion control products with grass seed and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
available. 3 Do not store herbicides,pestic des and rodenticides in areas where flooding is ..
2 Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water N
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water If a spill occurs,clean area mmed ately , - 4
1 g exposed during Select flocculants that are appropriate for the soils ben g 3 Provide stable stone access point when feasible. l t '1 - ro
4. Do not stockpile these materials orao I c
construction,selecting from the NCDWR List of Approved PANTS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance MUST BE AT L EAST I'
2. Apply flocculants at or before the!Nets to Erosion and Sediment Control Measures with the approved plan and any additional requirements.Soil stabilization is defined THE ABOVE THED THE TOP OF
Ir
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved as vegetative,phys caI or them caI coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and n accordance wth the manufacturers instructions. Eros on on d sturhed so Is for temporary or permanent control needs 1. Create designated hazardous waste collection areas on-site.
4. Provide parading area for containment of treated Stormwater before discharging 2. Place hazardous waste containers Under cover or in secondary containment. -• - - m'
offsite. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover au
or surrounded by secondary containment structures. FRONT VIEW
RY
WIRE FENCE,
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 -STEEL ROSTSET Nu- FILTER FABRIC,
CAND HARDWARE
LOT„INTRENC„ O z Z
MAX 2'APART NOTES: 2'INTO SOLID GROUND WOVEN STEEL
O
sw
1. Remove sediment when half of stone outlet is ~�
PART III covered.
HARDWARE ctOT„\
PART III SELF-INSPECTION,RECORDKEEPING AND REPORTING 2. Replace atone as needed to facilitate tlewetedng. _ Co)
SELF-INSPECTION,RECORDKEEPING AND REPORTING 3. Stone outlets should be placed on low elevation - SECTION VIEW O
SECTION B:RECORDKEEPING areas of silt fence end based on field conditions. FILTER OF •}•,t•+'-`i;-
SECTION A:SELF-INSPECTION 1.E&SC Plan Documentation 4. Per NCG-01,inspect outlet at least once a week WASHED STONEf•„er•'t;?� P
Self-inspections are required business hours in accordance with the table approvedplan as welly approve keptrep i after each 1"lr. evert.Complete any required
m \:'•A•' '•s " CAPRON 11���� C'
petduring normalThe E&SC as an d deviation shall be on the site.The repairs immediately.Freshen stone when sediment yip;Z•'rY•;�'y`fiie_'a ,/
below.When adverse weather or site conditions would cause the safety of the inspection approved E&SC plan must be kept up-to-date throughout the coverage under this permit. accumulation exceeds 8 inches.Keep mesh free of :-, i.;'`y:' •_ k= oN GROUND I••e•I
personnel to be in jeopardy,the inspection maybe delayed until the next business day on The following items pertaining to the E&SC plan shall be kept on site and available for PART III debris to provide adequate Row. ,,. tip .;;'; .sit= O
which it is safe to perform the inspection.In addition,when a storm event of equal to or inspection at all times during normal business hours. SELF-INSPECTION,RECORDKEEPING AND REPORTING 5. Hardware cloth and gravel should overlap the silt fence ([7ev.,{;,••:�•`.,•,'•'•X••'• - l W 4
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be et least tx inches. e O
performed upon the commencement of the next business day.Any time when inspections Hemetrpomrmem me on Requirements SECTONe REPORTING l O
were delayed shall be noted in the Inspection VolRecord. (a�-_h E&SC measure has been installed m each MSC measure on a okay 1.Occurrences that Must be Reported BURY WIRE FENCE AND/ I I�eu.ER eaaRic APR EN IN TRENCH O U
rtrom.y deviate from Me d MSC plan or complete,date Permittees shall report the following occurrences: HARDWARE CLOTH a
Inspect Prequence locations,dimensMns and paring nom. Inspection remm•mustlrrwde: shown on the pp ...plan. tetras shone ream that lists each (a) Visible sediment deposition inastream or wetland. II U
...........
°'uri approvedwn on the e&� (b) Oil spells if: it O O
Tsr n ^�.,ae wsv resorire 1-1
the ERSC ed after maul • They rare 25 gallonsor more,
sgood ae workinginstallation_ sure:a e moam • They a less than 25 gallons but cannot be cleaned up within 24 hours,
Ibl aP grading been co v d. pof the ran roved eau • They are
sheen on surface waters (regardless of W O U
do a ee"e le o thenspect,an volume), or STANDARD SILT FENCE OUTLET
tmi cast a eeconstruction indicate a any g�an i • They are within 100 feet of surface waters(regardless of volume).
eawres (c)Ground cover is acated and install Initial dand date a copy of the approved Yale r
In accordance with the approved MSC and sign (c) Releases of hazardous substances In excess of reportable quantities under Section [j]
h^ r wnerne.ins me„"...,we.e°neat ras plan. riSceU rat with approved 311 of the Clean Water Act(Ref:40 CFR 110,3 and 40 CFR 117.3)or Section 102 of
ground
Idl men Complete,date and sign an inspection report. CERCLA (Ref:40 CFR 302.4)or G.5.143-215.85.
aseha have beenperfnts foor all rmed.sc measures (d) Anticipated bypasses and unanticipated bypasses- I�
oudaib lsposl (le) shave been taken approved YaSC `• .1 east measures. n (e) Noncompliance with the conditions of this permit that may endanger health or the NOTES:
report to indicate Me completion of the environment.
ICI corrective action.
'calendar clan a the lateens,M)M Me- 2.Reporting Tlmeframes and Other Requirements 30-0"MINPMIIbf 1. Install silt fence or tree protection fence adjacent to
Tie,^"o°•,iasn,e ine,eamv^i frail nos fen 2.Additional Documentation to be Kepton Site BUT SUFFICIENT TO KEEP construction entrance to direct vehicles to drive on stone. `
After a permittee becomes aware of an occurrence that must be reported,he shall contact SEDIMENT ON SITE 2. If mud is not removed from the vehicles traveling Over the
In addition to the E&SC plan documents above,the following items shall be kept on the the appropriate Division regional office within the timeframes and in accordance with the stone,then the tires of the vehicles should be washed
24 hours site and available for inspectors at all times during normal business hours,unless the other requirements listed below.Occurrences outside normal business hours may also be before enteringthe public road or the construction entrance
Division provides a site-specific exemption based on unique site conditions that make
isl steam:°. . p p p 4 reported to the Department's Environmental Emergency Center personnel at(800) must be lengthened.Sweep Sheets immediate b-if mud i5 Z01
this requirement not practical: 858-0368. 1 g P O
I }I tracked offsi[e onto public roads �{
;wee (a) This General Permit as well as the Certificate of Coverage,after is received. } 3. Maintain construction entrance in a condition to prevent
20 Fourspe mi / to-FT MINIMUM oR mud or sediment from leaving the site.Enhance will �Ty mml W
occurrence Reporting Timerrames After Discovery)and Other is / �.,i N
ts)ow.rd a:e (b) Records of inspections made during the previous twelve months.The permittee shall p«ti g l ryt Requirements
`-ExlsnruG WIDTH OF PROPOSED require periodic removal of sediment-laden stone and l I //�''�
(al Vrsble sediment •Within 24 how,an«aid,electronic notification.
2 3'STONE TO BE USED-- I� )--I
newirea ors ae¢ the required observations on the Inspection Record Form provided by the Division ROADWAY -(SURGE STONE OR RAILROAD BALLAST DRIVEWAY,WHICHEVER replacement with fresh stone.Immediateb-remove all O H1 4
record
deposition na • Within 7 calendar days,a report that contains a description of me ) IS GREATER. H
^i ne•me^era similar inspection form that includes all the required elements.Use of stream wetland sediment any actions taken to seeress me muse of the eeposmop mud/sediment/rock tracked off the lot �••I U
°.e^ut ati „, ,o•„ as electronically-available records n lieu of the required paper copies will be allowed if reamor Division staff may wave the requirement for a written report on a
n n r te add shown to provide equal access and Utility as the hard copy records case bycase bars ly a W Z
°n as ws�e¢a*p°.^aea ecru ;.Documentation to he Retained for Three Years •If the streams named on the NC3031dl In as impaired for sediment- - W
related causes,the permittee may be required to perform additional Hr
NOTE:The rain inspection resets the required inspection requirement. All data used to complete the e-NOI and all inspection records shall be maintained for a period monitoring,mspertions«apply more rtringem practices if staff A.
O O
pe quire ay inspec quiremen of three years after project completion and made available Upon request.[40 CFR 122.41j determine that additional requirements are needed to assure mmplianm
wimmefederal or state impaired-waters conditions. PLAN VIEW )
(b)Oil spills and • Within 21 how;an oral or electronic notification. ./The notification wz� I�I r \ r-s
1'i� fa
PART II,SECTION G,ITEM(4) release of shall include information about me date,time,nature,volume and A. 1••�N \� F+•1
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT hazardous location of the spill or release. \Q
substances per Item ry
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be lib)-(c)above NEW 0..6 O
drawn down for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times With (0.micipated •A moat atleast ten days before the&deafthe bypass,ypossible. CONSTRUCTION
extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: bypasses IQ CFRThe effect
an mdude an evaluation of me anticipated quality and sD'-o"MINIMUM
(0)Unanticipated
MOM
ows,asc EXISTING ROADWAY r1"t
(a) The E&SCplan authority has been provided with documentation of the non surface withdrawal and the specific timeperiods or conditions in which it will occur.The non-surface bypasses as (CO R •WHIM lahowt,rd ee.a rep or ort c
notification. v
y prOVi peCl 2.41.1lI3)I quality and
fMebrpa s,Mat includes an evaluation of the ` /
withdrawal 122411m11311 quality one effect of me bypass f�
shall not commence until the EASE plan authority has approved these items, (e)Nonromplance • Within 2,11www an oral or electronic nonrtoe - - g'+ bY"e' '•' yer�'f 1Elll II I
(b) The non surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, with the conditions • Within 7celenae,aec's,a report that containsa description of Me - a "•-"'- 4. er--1 •1a .,.• II
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls or this permit that noncompliance,and its comes;me period of noncompliance, ',Il�ll �jl= 4I ET.iLii I:; III:: WilXll�,,,IgIFj(4�
include may endanger including exact dates and times,and if the noncompliance has not ''��� 6'MIN. llLL�l
health or the been corrected,the antcipatee time noncompliance is expected to �1� DRAWN BY: EG
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, entlao continue;any steps taken or planned to reduce,eliminate,any FILTER FABRIC UNDER STONE
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, CFR 12zapOpH prevent reoccurrence more noncompliance.l40 CFR 122.41P11fil. REVIEWED BY: DMR
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and gaff may waive me requirement car a written report on a DATE: MARCH 24,2022
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the rase-by-case basis CROSS SECTION
United States. SCALE: N.T.S.
FILE NO.: BENT LEAF.DWr
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL REV.NO.: nisi,,;
SHEET NO. 3 OF 3