NCC233700_Site Plan or Location Map_20231215

TN
Lake Hickory `�.�:�N CARp��.,
W s E *NOT AN ACTUAL SURVEY* �O`QeoFE53%p^!9 fy'z
_ SEAL
33292
THIS PLOT PLAN WAS DRAWN FROM EXISTING PLATS AND/OR DEEDS AND A FULL SURVEY
WAS NOT PERFORMED AT THIS TIME.ACREAGES AND DISTANCES ARE SUBJECT TO AN 9�'e V0INE`'��,. '
\ :::
ACTUAL SURVEY.A FULL TITLE SEARCH HAS NOT BEEN PERFORMED. / .,TyFwer e e�t1P,
Lake Pointe Dr. /
*SITE* i'l i,
11-06-23
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W wo UNI Symbol e Unit Moo Anna in AOI P.n*anter A01 <H J N Z O
Vicinity Map - Not to Scale DaC2 Danp %ple sandy day loam,8 D. 89< Z CA t..T
to 15 percent slopes. 1n moderately eroded Q 7 d W w N Q Z
11wF HIIx5en-Wo.rImmmplex.15 CO 30.8% Z e ~H d+
to 50 percent slopes \ (.D V N CJ T
Tolele foe Arm of interest IA 1MAX .9...b..,
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N. GRADING&DRAINAGE NOTES 'Nr >Q C'WL.2 N C
\ I. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT �as� ,0
/ N\ ` - ASSUMED TO REPRESENT A BALANCED CUT/FILL CONDITION. O V)Z Z N 3 O C
/ \ _ 1- 970 2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK ('g 0 F Z N"IL
\ NECESSARY TO ACHIEVE THE DESIGN GRADE,INCLUDING ANY OFFSITE BORROW OR SPOILS Z Q
N - , / �y REQUIRED.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, -t N r
REFERENCE: N r 4Y/ INCLUDING PAVING,LAWN,AND LANDSCAPE AREAS. LU Q^`•, D
BEING ALL OF LOT 10&11-WATERFRONT HARBOR SUBDIVISION-PHASE 2- , . \___ ,..--
/ / ///,4 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO ENGINEER ANY DISCREPANCIES FOUND Z '+
AS RECORDED IN P.B.34,PGS.80-81-CALDWELL COUNTY REGISTRY. N ��// N'// /, BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTON DOCUMENTS AND SHALL WAIT 4z)D0 0 N M
N __ / xx // / y// FOR INSTRUCTIONS PRIOR TO PROCEEDING. Z'--t
PROPERTY IS SUBJECT TO RESTRICTIVE COVENANTS LISTED IN D.B.1923- \ - �/ J'20/// q / W
PG.819,D.B.1923-PG.894,&D.B.1940-PG.2018. N _ / / / // / 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
-1 / // // / / //q// BEGINNING WORK,BOTH PUBLIC AND PRIVATE.CONTRACTOR IS FULLY RESPONSIBLE FOR
PROPERTY DINANC IS SUBJECT TANY AND ALL- AY,ZONING N AND CT N.\ L-- /�\�/,/ ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS
ORDINANCES,EASEMENTS,RIGHTS-OF-WAY,AND RESTRICTIONS OF / //�F //y CONTRACT,
RECORD. \ -__
// ////// / /// // �/// // 5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
$p\ _ i / DaT l // // /// y// /// / EXISTING GRADE. 0
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,LOB L�� / A� /3 //// ////' /r// / / / I / 6. THE PROPOSED CONTOURS AND SPOT ELEVATIONS,SHOWN IN DRIVES,PARKING LOTS,AND M z
SETBACKS: �~ >-a:__ LO.. / / / / / j/,/''�/ /// / //• SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT OR CONCRETE.REFER TO p 7
/ / / / PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE N
4 f - // / / / I COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. N
PROPERTY IS CURRENTLY ZONED:PUD(CALDWELL COUNTY) �- / / / /� / /// / m J Z S
PROPERTY SUBJECT TO A 30'FRONT YARD(FY),10'SIDE YARD(SV),&50' s4`�/� i� /// / S� /// ///// l l/ / 7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS ,5 2 '.' o
��� \ A- SUBJECT TO A FINE. O y a Q
REAR YARD(RV)AS RECORDED IN P.B.34,PGS.80-81. PROPOSED -// / //// // m f Z
CONSTRUCTION' �' HWF Soil •/ / / -'� 8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS C
PROPERTY IS SUBJECT TO A 15'DRAINAGE&UTILITY ALONG ALL FRONT / A
ENTRANCE __.---------',/,---,-------- / ////// Type / / / / % NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY O
PROPERTY LINES AND All'WIDE EASEMENT ALONG ALL REAR AND SIDE ^ / / / / // w
PROPERTY LINES PER P.B.34,PGS.80-81. ./' / / / WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTON SEQUENCE SHOWN ON THE/ �fr
EROSION CONTROL PLANS.SEE EROSION CONTROL PLANS AND DETAILS FOR ALL V0� / / / / / // �/ / TEMPORARY AND PERMANENT SEEDING SCHEDULES.PROPERTV IS LOCATED IN THE WSIV-CA LAKE HICKORY WATERSHED / / / / / FlELD LOCATED FULLOVERLAY. ` / z/' / / POND 935'CONTOUR Al Q
PROPERTY IS LOCATED IN THE CATAWBA RIVER BASIN. ,` ,�� , // , / •• ////%/j / N
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+ ,' /y//// // / ,SF TYP)/7 4 N a
APPROXIMATE STRUCTURAL/IMPERVIOUS COVERAGE: f �� / v, //////� / / �/ SEQUENCE OF CONSTRUCTION AND GENERAL NOTES ; L $ M `�'ja, q/ 9J.! / •o / jp /////
/ / � 1. LIMITS OF DISTURBANCE TO BE MARKED WITH WIRE FLAGS. m LL II r2 5APPROXIMATE PROPERTY AREA:45,253 SF,1.039 AC 2 //PROPOSED DWELLING AREA:2,614 SF,0.060 AC / /� / // Z ce ".'. p O
PROPOSED DRIVE AREA:1,051 SF,0.024 AC / / / / �/ +� J / / COD' / //// // FLOOD HAZARD LINE 2. PROVIDE NOTICE TO CALDWELL COUNTY PLANNING DIVISION EROSION CONTROL 3 Z w iu
'APPROXIMATE STRUCTURAL COVERAGE:2,614 SF.0.060 AC,5.78% / / /// /� / a' / • / // / /// / SECTION OFFICE TO SCHEDULE PRE-CONSTRUCTION CONFERENCE PRIOR TO THER qAPPROXIMATE IMPERVIOUS COVERAGE:3,665 SF,0.084 AC,8.10% / / / �/ �y qy"1'/ / ////%�/ / INITIATION OF LAND DISTURBANCE. ( /a) p y p `�j p
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/ / �/ /A
, SF(TYP)//7 7�' 3. EROSION CONTROL PLAN APPROVAL CERTIFICATE WILL BE DISPLAYED AND A COPY
.q / // / OF THE APPROVED EROSION CONTROL PLAN MUST BE AVAILABLE ONSITE.
�\ \ ) , / ///// // / s• /////// /// 4. INSTALL CONSTRUCTION ENTRANCE/EXIT DRIVE. 7
/ // / / / / 4 // 5. PROVIDE MUD RAMP AT ALL CONSTRUCTION ENTRANCES. ��
LOD a, fOr SFO(TYP/ /j// // 6. INSTALL SILT FENCE AS SHOWN&MAINTAIN DAILY.
/ •I•/ / / 7. CLEAR,GRUB,AND GRADE SITE.
d
/ \, // /SF(T" /// / //// 8. INSTALL DIVERSIONS/DITCHES AS SHOWN&MAINTAIN DAILY. 0 M {/1
/7 / / / /%// 9. REQUEST INSPECTION OF INITIAL MEASURES FROM CALDWELL COUNTY PLANNING I- W Z N
j / LAKE HICKORY DIVISION EROSION CONTROL SECTION OFFICE PRIOR TO THE INITIATION OF FURTHER Z N
_/ / LAND DISTURBANCE. Z Z W
THE SUBJECT PROPERTY IS INN /� / / // 10.CLEAR&GRUB REMAINDER OF SITE. aZa w F d
SPECIAL HAZARD AREA"AS SHOWN ON ( / / ///'/ J y d'
HUD/FIN FLOOD INSURANCE RATE MAP (/ I / // a J Q O
COMMUNITY PANNEL NUMBER V / / /// Ti. MAINTAIN AND CLEAN EROSION CONTROL FACILITIES THROUGHOUT DURATION OF J 5 Q 1 ce Q
3710279500J EFFECTIVE DATE 7/07/2009. I t." I I //�/� PROJECT. 0 El ILL 0 IC
/ / // 12.SEED&LANDSCAPE SITE. Z N Zrb UO
//I // 13.AFTER ALL AREAS HAVE BEEN STABILIZED AND CALDWELL COUNTY STAFF 8 , aZ =
///I N K 0]
i N N ALL AREAS DISTURBED DURING REMOVAL AND FILLING. O n
0
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W
/ Lb
Z O 1,2
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FLOOD HAZARD LINE
03
m
TOTAL DISTURBED AREA
0.353 ACRES
vi
Volumes by Triangulation(Prisms) Fri Nov 3 09:44:36 2023 Z 0
Existing Surface:Z:\Projects)20230705\surface\20230705_EG_10-30-23.tin
Final Surface: Z:\Projects)20230705)surface)20230705_FG_MERGE_EXCLUDE.tin 6 a
LEGEND t-I u re
DB DEED BOOK Cut volume:914.3 C.F.,33.86 C.Y. > o
8 w
Fill volume:2,363.1 C.F.,87.52 C.Y. p
FY FRONT YARD SETBACK
Area in Cut:2,306.7 S.F.,0.05 Acres
LOD LIMITS OF DISTURBANCE North Carolina One-Call Center Ca
Area in Fill:3,735.6 S.F.,0.09 Acres
PB PLAT BOOK Area exactly in daylight:47,689.1 S.F.,1.09 Acres 2300 W.ueaaol,yie.Bead.suite 227 5
Total inclusion area:53,731.5 S.F.,1.23 Acres Greensboro,North Caroline 27407
PG PAGE [phone]
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PP POWER POLE Average Cut Depth:0.40 feet 2 DAYS BEFORE DIGGING IN N Q
RAN RIGHT OF WAY Average Fill Depth:0.63 feet NORTH CAROLINA p
Cut to Fill ratio:0.39 r CALL 1-800-632-4949
RY REAR YARD SETBACK Import Volume:53.7 C.Y.
SF SILT FENCE Elevation Change To Reach Balance:-0.027 CONTRA TOR GROUND LOCATORS.T '/UNDER Z
Volume Change Per.1 ft:199.0 C.Y. THE UNDERGROUND LOCATORS
Sheet No:
SFO SILT FENCE OUTLET EVERY 10 DAYS FOR AN UPDATE
SY SIDE YARD SETBACK Cut(C.V.)/Area(acres):27.45 TO UTILITY LOCATIONS.
4110
Fill(ay.)/Area(acres):70.95 SILT FENCE OUTLET Call BEFORE you DIG! cool
Max Cut:1.473 at 1296098.198,750568.715 ,, 0 30 60 90
mm• LOD Max Fill:2.503 at 1296124.641,750602.589 t S The Law _ _ -
0 0 o SILTFENCE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�

,•;�\CAR°,,,,,
SEAL
33292
HOSTS AND
CLOTH BETWEEN AAF rN
STEEL POST 4'MAX. POSTS PND COVERED BY STONE STEEL POST 50'MIN. NOTES: 9'i FNG E`ck AA,~ `
HARDWARE CLoill 1 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO \
RE FENCING WASHED STONE ` L BUT SUFFICIENT TO KEEP ENSURE CONSTRUCTION ENTRANCE IS USED. ��[W GCL,'
STEEL POST MAX. (IF APPLICABLE) (NCDOT y5 OR y57) / WASHED \ SEDIMENT ON SHE x� ` I,
• 5T¢L rosr 30' STONE
SILT (NOWT ys I - 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVEIJNG OVER THE
FENCING 2y OR ys7) STONE,THEN THE TIRES OF THE VEHICLES MUST BE WASHED
tiI•%' .• t' : iC :pR i•:;,;::;iy Fun male 2_ 2. .--2"-3-STONE BE USED 25'OR WIDTH OF BEFORE ENTERING THE PUBUC ROAD.
N:'Qd•'J' l•.•"4 'A��':.J" '\'t'�•'•��;y"�4�4/ •.. y 12• �Ow EXISTING (SURGE STONE OR RAILROAD,, PROPOSED STREET,
woMN TOTER FAaRc 4SIqq\,• K+�JJ/�5G('t'�e'n'6`w�Al���B��J 4.G4 R �� ROADWAY -BALLAST) WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
�•Y�40 pRYY V`/�p qqpp ppN•
OA"4."4PT l84'�J'0SPi4CT/,t.:v/l4� k 4tP44. GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SIZE.ENTRANCE
1- ij_.i-; t i ,,,x,, �/�� PALL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
/ STONE AND REPLACEMENT WITH FRESH STONE. 11-06-23
H 1111111111 IIIII III Hn IIIITHTII IITI1=11 II I'n IITm�1I = i �i •/j \,,��ij` ,, �, , ; ; ` ` ` ANCHOR sHlar - - - ---
11.II III 111 11 II II.11=1 II Ilk�l='tl.II II II-II- II II / EXCAVATE TRENCH
- J�n n-ir-n -n-n=nnn�n non I-I AND COMPACT
- n1 R xF
cOmPAcT
e.CxnlL PLAN VIEW
CENRRAL NOTES: 7
M1. ORE TFILTER ofoAve BE USED WHERE SILT FENCE Is TO REMAIN FOR A PERIOD OF GENERAL NOTES: MAINTENANCE NOTES: ` C)
2STEEL POSTS SHALL BE S.-O.IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL <H Z J N
TYPE. MAINTENANCE NOTES: 1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL BE 24•HIGH AND 1.FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY 35'MIN. I 15'MIN. 4 NEW CONSTRUCTIONS Z d O Q
3. TURN SILT FENCE UP SLOPE AT mos. STONE SHALL BE A MINIMUM OF 12•HIGH. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH EXISTING ROADWAY
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL {n xR
Ln
I., IS REQUIRED AT BACK OF SILT FENCE WHEN GRAIXNG IS OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. - • IL W Z
SAFETY SWIM
BUFFERS,
PROLONGED RAINFALL.ANY REFITS NEEDED SHALL BE MADE IMMEDIATELY. 2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS _ Q 4 I-H Ln ORANGE '
ADJACENT TO SwM BUFFERS STREAMS OR EETUNDS (REFER TO SWIM BUFFER SECURELY USING APPROPRIATE ANCHORS.HARDWARE CLOTH SHALL 12 MIN
GUIDELINES).THE COLOR ORANGES RESERVED FOR MSUAi OENTIFICAnON of 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PROF TO THE END BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND 2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT -.'-- - - co
ENVIRONMENTALLY SENSITIVE AREAS OF THE EXPECTED USABLE UFE AND THE BARRER STILLS NECESSARY,THE THAT HAS CLOGGED OR REMOVED IT. 6•MIN.I ,--: .:>' - ' - (.D U N n
BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL.HARDWARE -' ''\NA. Z V) ,--t N
s. DRAINAGE AREA CAN NOT BE GREATER THAN I/A ACRE PER TOD FT OF FENCE. FABRIC SHALL BE REPucsO SE SDM1r. CLOTH TO BE SAME AS STD.#30.09(19 GAUGE,1/4"SPACING). //J/✓/•
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3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.HALF 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS \ IC W 2 6 Z Q n.-H
s E LENGTHS
SEDIMENT NOT MEDD rlµwHc SHOWN
o N IN TABLE B.s2A NORTH CAROLINA TTEmHEIGHT O F THECBARS TER. ANY sEo DEPOSITS
RE NING IN Po H REACH HALF THE HEIGHT OF THE BARRIER. ANY SEGMENT N
EROSIONE ANUA E DRESSEDCONFORM r E 3. POSTS SHALL BE NO MORE THAN 4 FEET APART. C' 1
DariNGHGRADE,PREPARED AND SEEDEOLLEB DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET FABRIC UNDER STONE N >Q W p W
T. DOO NOT INSTALL SEDIMENT�W E ACROSS STRUMS,DITCHES,WATERWAYS OR OTHER 4. SITE OUTLETS AT LOW AREAS IN CONJUNCTION WITH AND ALONG LONG IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING ■ Se q6 Z J
E RUNS OF SILT FENCE AT INTERVALS NO CLOSER THAN 100 FEET. GRADE,PREPARED AND SEEDED. Irrr� O
CROSS SECTION t/)H I 53,4 E
DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE. �F ^. l 4 Z Z N ��
5. EOUNALENT ALTERNATIVES MAY BE USED WITH PRIOR CRY APPROVAL AGI�' V 0 g o F z^u-
IREDELL Z c7 ¢ga
NOT TO SCALE NOT TO SCALE - w ZZ^I-ii(9
• CITY OF CHARLOTTE SILT FENCE D $ STANDARD CONSTRUCTION ENTRANCE Z c,N Q• CITY OF CHARLOTTE �/ LAND DEVELOPMENT STANDARDS
K� LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE (STD ND REV OLNIIOTTE INCLUDES CHARIOTTEET] OUTLET 30.06C20 LU
CHARLOTTE. INCLUDES CHARLOTTE ETJ 30.06A 15
Date: NON-INVASIVE PERMANENT SEEDING Page, Date: Page:
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE NON-INVASIVE PERMANENT SEEDING On
Species Rate RECOMMENDATIONS FOR LATE M a
Hard Fescue 15 lbs/acre WINTER AND EARLY SPRING N 7
TEMPORARY SEEDING RECOMMENDATIONS TEMPORARY SEEDING I TEMPORARY SEEDING o
Switchgrass 2.5-3.5 lbs/acre SEEDING MIXTURE FOR LATE WINTER AND EARLY SPRING RECOMMENDATIONS FOR SUMMER RECOMMENDATIONS FOR FALL N 8
Indian Grass 5-7 I Seeding bs/acre" Species Rate Seeding Mixtureo L� S
NON-INVASIVE PERMANENT SEEDING Big Bluestein 5-7 bs/acre" Centipede 51bs/acre Seeding Mixture Mixture z .
Species Rate(lb/acre) Species Rate Ib/acre - f r RECOMMENDATIONS FOR SUMMER Indian Woodoats 1.5-2.51bs/acre" Indian Woodoats 1.5-2.51bs/acre` ( I Species Rate(Ib/acre) p K
Virginia Wild Rye 4-6 Ibs/acre` Virginia Wild Rye 4-61bs/acre' Rye(grain) 120 German millet 40 Rye(grain) 120 i m f i
SEEDING MIXTURE Annual lespedeza(Kobe in 50 p
Species Rate Piedmont and Coastal Plain, In the Piedmont and Mountains,a Seeding Dates o }
"Depending upon mix with other species.See table "Depending upon mix with other species.See table Korean in Mountains tr
Indian Woodoats 1.5-2.51ba/acre' ) small-stemmed Sudangrass may be Mountains-Aug.15-Dec.15 w
Virginia Wild Rye 4-61bs/acre' 6.11.d from Chapter 6 of the NC Erasion and Sediment BM.d from Chapter 6 of the NC Erosion and Sediment fu
g y Control Planning end Design Manual. Omit annual lespedeza when duration of substituted al a rate of 501b/acre. Coastal Plain and Piedmont-Aug.15-Dec.31 = a 8
g 9 Control Planning and Design Manual. u O
temporary cover is not to extend beyond June. Seeding Dates Mulch
"Depending upon mix with other species. Seeding Dates Seeding Dates Seeding Dates Mountains-May 15-Aug.15 Apply 4,000 lb/acre straw.Anchor straw by J
See table 8.11.tl from Chapter a of the NC Mountains-Hard Fescue Aug 1-June 1 Coastal or Eastern Piedmont for Centipede-Sept.1- Mountains-Above 2500 fee[:Feb.15-May 15 Piedmont-May 1-Aug.15 tacking with asphalt,netting,or a mulch S
Erosion and Sediment Control Planning Mountains-Switchgrass,Indian Grass,Big Bluestein- May 1 Below 2500 feet Feb.1-May 1 Coastal Plain-Apr.15-Aug.15 anchoring tool.A disk with blades set neatly N
and Design Manual. ry U
Dec 1-April 15 Coastal and Piedmont for Indian Woodoats and Virginia Coastal lain-1-May 1 Mulch straight can be used as a mulch anchoring tool. T.
Piedmont and Coastal-Switchgrass,Indian Grass,Big Wild Rye- 15-April) Coastal Plain-Dec.1-A r.15 N o d
Beetling Dates y P Apply 4,000 Ib/acre straw.Anchor straw Maintenance m
Bluestein-Dec 1-April 1 Mountains for Indian Woodoats and Virginia Wild Rye-
Mountains xx
-July 15-Aug 15 relMulch by tacking with asphalt,netting,or a Repair and refenilize damaged areas
Coastal-Indian Woodoats and Virginia Wld Rye- March 1-May 15 M > y
Piedmont-Aug 15-Oct 15 Apply 4,000 lb/acre straw.Anchor straw by mulch anchoring tool.A disk with blades immediately.Topdress with 50 lb/acre of nitrogen 3
Sept 1-Nov 1 tacking with asphalt,netting,or a mulch set neatly straight can be used as a in March.If it is necessary to extend temporary II AN
Maintenance: anchoring tool.A disk with blades set neatly mulch anchoring tool. cover beyond June 15,overseed with 501b/acre rN LL - j
m co
Maintenance: Maintenance: z O -H OLL O Indian Woodoats and Virginia Wild Rye Significant maintenance may be required to obtain 3 z o
g y Hard Fescue is not recommended for slopes>5%. desired cover once centipede is planted.Acceptable for straight can be used as a mulch anchoring tool. Maintenance Kobe(Piedmont and Coastal Plain)or Korean H
are both sun and shade tolerant. Prefers shade. sodding. Maintenance Refedilize if growth is not fully adequate. (Mountains)lespedeza in late February of eady qR w q a
SEED BED PREPARATION: Refertilize if growth is not fully adequate. Reseed,refenilize and mulch immediately March. / /) o a o IX o
LIMING-Apply lime according to soil test recommendations.If the pH(acidity)of the soil is not known,an application of ground agricultural limestone at the rate of 1 to 1(tons/acre on Reseed,refenilize and mulch immediately following erosion or other damage. �,/
coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or following erosion or other damage. 1 1 1
higher need not be limed. I..LI
FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1000lb/acre.Both fertilizer and lime should be incorporated SEED BED PREPARATION:
Into the top 9-6 inches of soil.If a hydraulic seeder Is used,do not mix seed and fertileer mom than 30 minutes before application. Z
SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large Clods.If rainfall Causes the LIMING-Appy lime according to soil test recommendations.lithe pH(oddity)of the soil is not known.an application of groundag0cultural limestone at me rate of l to i i tons/acre On
Surface tO become sealed or crusted.loosen It just prior to Seeding by raking,harrowing.or other Suitable methods for fine grading.The finished grade Shall be a smooth even soil coarse-textured soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4JE inches of soil.Soils with a pH of 6 or
surface with a loosen uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage.Planting is to be done immediately higher need not be limed. B�
after finished grades are obtained and seedbed preparation A completed. FERTILIZER-Base application rates on soil tests.VMen Mese are not possible,apply a 10-10-10 grade fertilizer at 700-I 000 lb/acre.Both fertilizer and lime should be Incoporated into
NOTES: the top 46 inches of soil.If a hydraulic seeder is used.do not mix seed and fertilizer mom than 30 minutes before application.
1. Permanent seeding,sodding or other means of stabilization ere required when all construction work is completed according to the NPDES timeframe'stable. SURFACE ROUGHENING-TENScent tillage operations have resulted Ira loose surface additional roughening may not berequired,except to break up large clods.if rainfall causes the
2. ANorfh Carolina Department of Agriculture soils test(or equal)is highly recommended to be obtained for all areas to be seeded,sprigged,sodded or planted. surface to become sealed or crusted,loosen it just prior to seeding by raking,hanowing,or other suitable methods for Fine grading.The finished grade shall be a smooth even soil LL2
3. Use aseetlln that will produce fast growing nurse copsand includes non-invasive species that will eventually provide s permanent groundcover.Soil blankets may beused
surfacewithaloosenuniformyfinelexture.Allridgesanddepressionsshallberemovedandfilledtoprovidetheapprovedsurfacedrainage.Plantingistobedoneimmediatelyaner Q O
in lieu of nurse crops.Mat,tack or trim mulch,as needed to stabilize seeded areas until root establishment.Mulch must be applied uniform) the soil with a cover density finished grades are obtained and seedbed preparation is completed.
W N1 VI 7 ps. p mu pp y over y W N
of at least 80%. I-LO Z N Z OJ
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion. U = N .�H
-�EnylronmehtaLl Witt' '•N d,NORTH CAROLINA
Environmental Q Z O d
EFFECTIVE DATE II/12/20 PERMANENT SEEDING RECOMMENDATIONS TEMPORARY SEEDING RECOMMENDATIONS o w u�• is
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Sheet No:
C002

GROUND STABILIZATION AND MATERIALS HANDLING PRACTCESFOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE FE
O `L53%0;� q';
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehidea and equipment to prevent discharge of fluids. srRUcnR[vrR LwC �:QeO 9�
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment _., _ -g = SEAL =_
activity being Considered compliant with the Ground Stabilization and Materials Handling ;, Identify leaks and repair as soon as feasible,or remove leaking equipment from Me -°; _ 33292 -
sections of the N0001 Construction General Permit(Sections E and F,respectively).The projM ill" i,
permit[ee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all s en[fluids,store in separate containers and N dispose as '•-•"'-" LI • e••e Q v~
delegated authority having jurmiction.All details and specifications shown on this sheet P pars properly p r,n {=*?�1 %9J.•NGINE`�,o'�
depending conditions and the delegated author(having (.diction. hazardous waste recycle when possible). '° -,T .
may notapply Pen gon site con8 Y glur ,,yF G�,--
----
SECTION Remove leaking vehicles and construction equipment from service until the problem XlltWerSF-. O' 121.,.""�• h, 1
SECTION f:GROUND STABILIZATION has been corrected. LSD""'��•" T '��° "gs r l l l l l r
Required Ground Stabilization Timeframes 6. Bring used fuels,lubricants,noolards,hydraulic fluids and other petroleum products w Byn'^ •�U lT i�
to a recycling or disposal center that handles these materials. L'!r e.t.'ner.SLe,E
Stabilize within this •dFM•
Site Area DasCriptbn many calendar Timafnma variations n o••q,y ,s amen.. �s•q,yq�n nn'v¢
days after Ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE �
_ land disturbance 1. Never bury or bum 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 CONCPFTE WASHOUTS
wales,ditches,and ] None receptacle)on site to contain construction and domestic wastes. 1. DO rot discharge concrete or cement slurry from the site. 11-06-23
perimeter slopes 3. Locate waste Containers at least 50 feet away from storm drain Inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b)High Quality Water thane waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HOW)Zones ] 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
(c) Slopes steeper than slopes are lengthfrom upland areas and does not drain directly to a storm drain,stream or wetland. addition the mixer and associated materials on impervious barrier and within
If slo 10'or less in and are pace pery sus
3:1 ] not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events Or lot perimeter silt fence.
allowed provide secondary containment Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.if an
days for slopes greater than 50.in 6. Anchor all lightweight items in waste containers during times of high winds, alternatetE method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 ]. Empty waste coMainers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two Ur
-]days for perimeter ...les, containers overflow. types of temporary concrete washouts provided on this detail. Z Le)
Slopes 3:1 to 4:1 1< ditch.,perimeter slopes and HOW B. Dispose waste off-site at an approved disposal facility. 5. Da not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business day.,clean up and dispose of waste in designated waste coMainers. sections.5tormwater accumulated within the washout may not be pumped into or z a,0 O
-10 days for Falls Lake Watershed discharged to Me storm drain system on raeiving surface waters.Liquid waste must Z d N I
days perimeter be pumped out and removed from project.
-]tl for dikes,.wales, PAINT OTHER LIQUID WASTE In xR F
ditches,perimeter slopes and HOW Zones 1 Do not duo paint other liquid waste storm drains,streams or wetlands. 6. Locate washouts at least Sreilerrom storm lain inlets and surface waters unless it • W Z
(e)Areas with slopes dump qui can be shown that no other alternatives are reasonably available.At a minimum, r W N
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 • H CO
there is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(S)ctosrstrothe washout which could receive ra-r lb
spills or overflow. N() n
groundfter the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. ], locate washouts in an easilyaccessible area,on level d and install¢stone Z 0 a Z Z N
stabilization shall be converted to d stabilization as soon as 4. Containment must be labeled,sized and d a f he needs of site. accessi grown
permanent dayssroun placed nand othere for provinPadhoriom of washout Additional controls may be required by the } OY
practicable but in no case longer than 9p calendar after the last land disturbing 5. Prevent the diuharge of soaps,solvems,detergents and liquid wastes from a [hors W�O z.4(
�~
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites, approvingeat
least
authority. N
surface stables against accelerated erosion until Mground stabilization is achieved 6. tall poeastone sign directing concrete trucks to the washouttat,o within the project N >a W 0 O7 1
g permanent limits. t signage on the washout itself to identify Nis Iotalion. f p�Z J N X
PORTABLE TOILETS Iae� a'
GROUND STABILIZATION SPECIFICATION 9. move leavings from the washout when at approximately7S%capacity to limit O
Stabilize the rot sufficient( that will dislodge soil.Use one of he 1 Install
ns alnportable toilets On level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structuralH F
grow sufficiently g lands unless there is no alternative reasonably available.If 50 foot components whert no to functional.When utilizingItemative or z z N
techniques in the table below: offsets.not attainable,provide relocation dportable toilet behind silt fence or place products,follow manufacturer's instructions. a proprietary u g O F z^LL
Temporary stabilization stabilization on a gravel pad and surround with sand bags. 10.Al the completion of the concrete work,remove remaining leavings and dispose of Z_Ur E a Q
•Temporary grassithzbaw or Permanent �s seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high n approved disposal facility.Fill pit,if applicable,and stabilize any disturbance1-1
y remora fY N
other mulches seea covered font traffic eras, caused leaf washout. z f.9
•Hydreeetlng and ad inn • ea mile hbr'Icsssuchkasepermanent mil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Lw a•^•I
•Rolled erosion control produco with or reinforcement mating Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace Z F
without temporary grass seed •aydroseeding with properly operating unit ,ry
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND PODENTIODES (7 O
•Nastk sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides In accordance with label z r-'s
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. Lg•1
sunklent to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original Containers with the
Structural• methods such as concrete asphelior SO 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
retainingwalls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
.Rnlle.dermmon mnnnl Prnducts with grass seed available. 3. Do not store herbicides,pesticides and rodenlicides 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,starmwaler drains,ground water
POLYACR Select
(PAMS)AND FLOCCULANTS five feet from Oct toe of stockpile. or Surface water.If a spill occurs,Clean area immediately.
1. Select flocculent that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials unite.
construction,construction,selecting from the NCOes1 List ofon Approved Control
me. 4. Stabilize Stockpile within the timeframes provided on this Sheet and in accordance - 0
2. Apply flocculants at or before the inlets to Erasion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is definedeC
p
3. Apply flocculants at the concentrations specified in the NC owe List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated M
HAZARDOUS AND TOXIC WASTE N
PAMS/Flocculonts and in accordance with the manufacturer's Instructions. erosion on disturbed soils for temporary or permanent Control needs. p 7
4. Provide tlin for containment of 5tormwater before discharging 1. Create designated hazardous waste collection areas on-site. O
purr gores rg g 2. Place hazardous waste containers under cover or in secondary containment. N otot
dhlre. "S7°'\\�NORTH CAROLNA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. O N ti U
5. Stare flocculent in leak-proof containers that are kept under storm-resistant cover I+*t ! Z
or surrounded by secondary containment structures. \\-, lEnvJronmental Quality f ..
fiem f z
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 ° g
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u 0 8
PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING J
0
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING N
Self-inspections are required during normal business hours In accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported N 5
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permiltees shall report the following occurrences: ^ ry o personnel to be in jeopardy,the inspection may he delayed until the next business day on approved E&SCbe kept date throughout the covers der this N a
which its safe to perform the inspection.In addition,when a storm event of equal to or efollplan must to
g coverage fermis (al Visible setlimentdeposition in or wetland m
greater thanl.0 inch occurs outside of normal business hours,the self-Inspection shall be The followingitems pertainingnor al business MSC hn shall be kept on site and available for m
performedpan[ y. y time inspections inspection at all times during normal business hours. b Olz Its if: , L O 0 Y9
u the next business day.An when ins 11 e n
were delayed shall be noted in Me Inspection Record Item m Dxument Documentation Requirements . They are 25 gallons or more, Y ^ tl II �
(a)Each E&SC measure has been installed anal and dare each Fesc measure on a co. • The less than 25 gallons but cannot be cleaned within hours, m
y are ga up N O J
lasre•t ...-.ar..1 Ia:penwe.erores.vu,amae. and doesnot ensioins a.deviate fromthe and the signapproved Insp E&SC plan rt tom pkte,date Z Z
acorn alien and sign an Inspection reparation lists each • They rts[¢wares tregar: co::
00 feet of surface watersf volume).maintaime in
sood initial installation of Me ceisc measures..if
atten (c) Relus substances In excess ofble Act(Ref:40 CFR 110.3 an02 of D 40 CFR 302.0)or G.5.103-215.135.
plan or em,ae Ian J
grading areport �caaze� on of the Peet (d) Anticipated bypasses and unanticipated bypasses. z
constructio
con a,.asva,wn..n.m..r„r..,y.r.uvr.sea lc)Groundcover leyt,tea and installed approved Noncompliance with the conditions Of this that elan health Ig��
ze nwu accordance with the approved E&SC (e) P permit yen get 11
seen. plan to Indicate compliance withapproved n environment.
elschal Ne.ew.ur tila.anm, n cover sperlfkat ens 2
I Wander., 2.Dm..time of the Inspectlais
eudsllry(socs) and within Za 3.Name or the person performing me inspection, 10)The maintenance end meekComplete,date and Or el,loee,.r.topon. a.Reporting Tlmeframes and Other Requirementsrequ
events con ...oration. have
a elnnptesriofolea&5[measures Afters permitted becomes aware of an occurrence that must be reported,he shall contact12
za hours s.eons.of wok semmonueavers me sus the appropriate Division regional office within the time frames and In accordance with the o O
6.Desolation,evidence,and dam of m.o.actions taken. (e)Corrective actionsoave been taken Initial a.date a copy of the approves¢&Sc other re listed below.Occurrences outside normal business hours may also be 1+f
ea.eerlmene,m uua.aa nmlu,en.a..em,a to E&SC measures. melee,date antl sign an inspection requirements yea W W 7
%ndicaethecompletign ofthet reported to the Department's Environmental Emergency Z g ncy Center personnel at lBDo) F D7 N
s coexist days of;gramme.egg imam klk M1 eh ON
858-036.3. Z N W
Inch In cleananOwithin la 1.Actions Wen to tie untie etneugmem mat has Z Atltlltieeal Documentation eO be Kept on Site Occurrence i Repo)...ocorrecr
action. es tan Discovery)and Requirements Q U Z N
ce.and date of correalve actors user,
aria,,,. ea.r men..mm.va.ammanal hca,. in addition to the E&SC plan documents above,the following items shall be kept on the tla)cos t 4helm an sr 0. Z Z is
LU d
site and available for inspectors at all times during normal business hours,unless the n]cgeodeo deye,a soreesmmwn of the
ISItPmeemsa„e an Division provides a site-specific exemption based on unique slt4 conditions that make stream or wetland o Y a 0 Y
wetlands this requirement not practlwl: verve requirement fora wdnen report aria J
a ente ansi;Mega activity,then a record of the Nilo..shall berm. a x Ee a
ghee h.oun of strain 1.Description,evidamo and accnrlbleln Inch In (a) This General Permit as well as the Certificate of Coverage,after it is received, o3ldinet a impair.far segment- CO 10 W VI 0 Y
_ ea reports to eppr",eluro^esP taken,
related tcauses,the permitted may be rem..to perform additional Z (�
st.bllweum al grading le^v all&Ifnllm.a.zasc (b) Records of inspections made during the previous twelve months.The permittee shalldetermine that apply more are nee.d to.sure compliance s if staff Z N Z Z CO Q
..°rarer cord the required observations on the Inspection Record Form provided by theditIonsl t O Ce
m
.. on or redevelopment. Division or a similar inspection form that Includes all the required elements.Use of lb)al*III and •. with the federal or within Za hours.Bans x�tal orelenranittnsotakaers tllc n itions. 8
Is'1
ewer)vc electrinically.avallable records In lieu of the required paper copies will be allowed If 2.Documentation that the,ockared arm...1,11..41 release of elate time,nature,volum.one Z VI 0
me...shave been
shown to provide equal access and utility as the hard-copy records. hazardous location of the spill tr release. 0 N
od or an that S.Documentation to be Retained for Three Years substances pen Item N
moos pass e. All data used to complete the a-Nor and all inspection records shall be maintained for a period he ontr ahoy ated •A report or least ten days before neoZ the eyposs,i'1 possible.
IY
NOTE:The rain inspection resets the required]calendar day inspection requirement. Of three yeas after piolettcompletion and Made available Open request P40 CFR112.ael espl an evaluation of the anticipated quality and LU
w alimii311 effect of the FR OZ
PART II,SECTION G,ITEM(4) (d)Unanticipated nu ea or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSEOUT bypasses
FR •
quailtyand effecithin 7 t of the Innassrtx�nauaezanevaluanon of Me Z O
-
Sediment basins and trapsthat receive runoff from drains f one acre or more shall use outlet structures that withdraw from the surface when these devices need to be drawn down wibe a F Z
t drainage revca imc a oral or electronic natiFocation.
Q g 3
for maintenance or close out unless this is infeasible.The circumstancesonly
rob in which it is not feasible t0 withdraw water from the surface shall be rare(for example,times with extended.gltl weather). a
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met may endanger Including exact dates and times,and if the noncompliance has notUr 0
health or
e been corrected.the antiOnated time
to
(a) The E&SC plan authority has been provided with documentation of the nor-surface withdrawal and the specific time periods or conditions in which It will occur.The non-surface withdrawal cmlggehml4a noncompliance
eliminate,is expected
shall no until the E&SC plan authority has approved then a11111Z) •Division staff may waive the requirement of the reduce,
awnnen repor cFR t
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)([)and(d)of this permit, case-by-case basis. a o m
2 }
(C) Dewatering discharges are treated with controls to minimize discharges of pollutants from 5tormwaterthat is removed from the sediment basin.Examples of appropriate Controls include F
properly sited,designed antl maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible the outlet of MI
dewateringtratment devices described b Item(C)above, NORTH CAROL(NA
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and (.
(f) Sediment removed from the dewatering treatment devices described in Item(t)above is disposed of in a Manner that does not cause deposition of sediment into waters of the United States. EnVI101fOlentOJ QUOlJty
Ln
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 zO o
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Sheet No:
C 0 03