20001297 Ver 1_Site Plan_20001009

SALISBURY
D N
GARNER @ W E
Ac s
1 ~ CL.~'1l~1~'T P.R~P~'.I~TI.~',S STA T~'SVILLE, NORTH e~ e-~ ~O
77
0 70
J SITE
VICINITY MAP
NOT TO SCALE
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~ 15' Vegetotive__ -1 1 i
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--~15' ainage 1 Ease ent
INDEX OF DRA WINGS - - 1 ' i `
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SHEET ld0. DESCRIPTION ~ $ _ ~s ~
1 ~
.,;ra: , 2.74 oAC.#+/- 4.02 AC~+/- \ SHEET - ~ 1 l 1~ LOT #3
i 8.02 AC. + / ~ . ~ I
1 I~OUNDARY AND TOPOGRAPHIC SURVEY L 1 ~t~ntion Pond ~ . 03 r i
_ 2 GRADING AND STORM DRAINAGE PLAN ~ 3 ROAD i'A Y PLAN & PROFILE ~ Drolnoye Easement ~
_ ,
1,
4 EROSION & SEDIMENT CONTROL PLAN - u ~ ~ - ~
5 POND DETAILS ~ 8 r_-- - 8 _ o - - „ 8 ~
6 EROSION & SEDIMENT CONTROL Dg1S g g r ~ - - - 8 - - - - 8 - - $ 8
;f: .1
.1 ~ -
~ 9. \
- ~ ~ ` S ~ - 1 ~ ~ ~ i t 33' BC-BC
LOT ~1 1 t 15' Drainage ~
1. 7 AC. - LOT /j9 Eosement 1 (Typical) t ` MO1•IROE (NCGS-FEET)
4.25 AC. 3.02 LOT LOT 1 GRIU N: 741,452.6017
3.02 AC. - LOT 7 1.8 AC. ~ > 1 GRID E: 1 44a ;.89.$546 / # .
1.78 AC. + - LOT 5 1. / #
2.02 AC. ~ ~
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SCALE 1 INCH r") 4 I ~ ~26I,6 1 ? 4
1. ~ c (c Rr ~ RED ~ EXIST. 5/8" IRON ~ROU ~ D R DJS
f GRID N: 739,439!761 1 fFf~,fr r)
~ GRID E: 1,448,45.739 ` ~ ~Of Tif I ~ (NOT _ -
j TO S~ MAID (NCGS fEE~I) I ql.f) GRIU N: 740,658,6695
GRIU E; 1,448,807.8404
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Engineering Surveying :Planr 3 * Planning
Post Office Box 1387 Mooresville, resville, NC 28115
704/662-0100 Fax 704/662-(
)4/662-0101
AL
PT
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Amp- i

AN11-VORTEX PLATE
REMOVABLE TRASH RACk IS OPTIONAL
r / ` J / / %~f 1~` FOR EASE IN MAINTENANCE.
l)~~ ~`'~--TRASH RACK
Val l VB ~ < ~ _
_
C ~ • ~
~ SPECIE _ SEEDING JG SPECIFICATIONS ~ ToP of DAM 859.0 _ ~ I i . li.,,ll ...If-l~.l i.
~ FES ® 8 ,
~ ~ j,$5~:0 _ SEEDING MIXTURE RATE Ib acle) 142 L.F. 24" OIA. Q CP 3.5X
; ~ Ta11 fescue 80 SPILLWAY CREST 857.0 ?A ANTI-VORTEX ~ itii I ~ i', ~ r 1 20 3 .i ~ ~I 11~~1~16.
) Sericea Lespedeza PLATE ~ 1 (l~, - lr~ to 1(~ I - 3
j Kobe Lespedeza i _ ~ RACK I 1 . i - ~ TRASH ~~i! ' -~1
• - l ~I ~ 7 RISER ~ -SI . { _
~ ~ -,~.r-• SEEDING NOTES CREST 856.0 li„ 1 {
i T After Au . 15 use unscari(ied serice g. carilied sericea seed. A 1:~ f~
Where perrodlc mowing is planned o~ is planned or a neat appearance is desired, Y ~ Littoral Shelf ~ 1°1 Les edeza to 40 Ib acre, 6"~ DIP 2 YEAR - I 1 - - I - . ~ 1~
omit sericea and increase Kobe lest ~4 ase Kobe p / H ORIFICE 651.0 _ 1 l -1k- lled . I i I~ ;if ing dates into June, add 15 Ib/acre hu 6 .:I : I ,~II:~f -
i ~ ~ ~ ~ ~ ~ To extend spring seeding dates intc • ~ Bermuda rass. However, alter mid- ble to seed ~r. ~ . Ir~;~ll ~er, alter mid-Apr. It !s prefers ;.tl~
~l g / / ' . ! ~ t em orar cover. c~ P Y Z ~ ~,1.II.~, 3 x 3' REINF.- h";~ I ~ Concrete Endwall
a ~ ~ , aina e , ~ ; CONC. RISER Collar Drain 844.16 FES
~ NURSE PLANTS ~ I T _ r Trash Rock• ~ (See Details)
' ~ ~ a S e e n Between Ma i and Au . 15, odd 1~ , ; , ~ V / Y 9 dd 10 !b acre German millet or ~g. 15, o /
.y ~ / 15 16/acre Sudangrass. Prior to M ' a 1 or alter Au . 1.5 add ~ Al Pnor to M y g _ _ , 16H L F. 24" DIA. RCP ®0.5X
• ~ ~ ~ 40 !b/acre ryle (grorn). ~ ~ Im. 845.0 2 Drain . - - . ~ _ • ~ ~A ~
N / ~ / 1 ' ~ , w J
n L- SEEDING DATES Best t { Possible ~ ' hest ~4
~ ~ ~ Fall.• Aug. 25 -Sept 75 l n v. u . • ~ ; ~ ~ / -Mar. 2i N Late inter: Feb. 15 Au . 20 -Oct. 25 -Sept 15 g CONC. ANCHOR - Mar. 21 Feb. 1 -Apr. 15 _
I, f-----------_ --'----a. S
. 1 t Fall is best for tall /escue and a e scue and late winter (or lespedezas. _ _ -
1 e les edeza aver - Overseedrng of Kob p ll fescue is - - "spedeza aver (all-seeded to RISER BARREL BARREL D S Y H Z
. ~ ~ ~ ~ very effective. DIMENSIONS DIAMETER SLUPE ,
z
' SOIL AMENDMENTS 3'x3' 24" 0.5X 2' 5'-0" 15.0' 12.0' 11.0'
~ Apply lime and fertilizer according I ~ , er according to soil tests, or apply (Inside Dia} _ _
- _ 4 000 ib acre round a ricultura! lip ~ 9 9 i - _ 10-10-10 fertilizer. agricultural !lmestone and 1,000 Ih/acre _ -
OUTLET STRUCTURE QETAIL
- ; , ~ ~ ~ ~ ~ MULCH o
- - y y ,v Apply 4,000 Ib/acre grain straw or p .0 Train straw or a uival~nt cover o1 ~Inother _ 9 (~Ar~i ice) t '
- suitable mulch. Anchor straw by t . 8 H ~L or straw by tacking with asphalt, netting,
S h o m~ y AL rrm rn wlt y 1 R or rown orb c y ITT P ~r L 9 y 9 10 I 3x3 , ing with o mulch anchoring tool. A disc
wrth blades set nearly straight can ~ rin foal. straight can by used as o mulch Ncaor Asp- ~ •
ancho g ~1 ran Pi e _ wASHm sra~E 1
P MAINTENANCE • ~ 15' alA. CONCRE Fl(IER fABRIC aNING r~,~ i (YUPAFl ilQ"f) 1~ X41'
Relertilize In the second year unless nd year unless growth Is fully ade~luate. __I;.ti' -15`--• ~ ~y,~p]~ M„4 ~ ~"T 7 WASHED STUNf t~ ;;p .
Ma be mowed once or twice a c y LL ~ Y ye tr twlCe a year, but mowing is not necessary. PIS P' pry Serf£DU~LN sD COLLAR DRAfN PE 1N SOL ~ ' ~ mulch damaged areas immediately lift )TYPE ,,b1NTS OR
Reseed, fertilize, and mulch domag~ coNCREtE wNCw,+u. , , , . ~ ` , , •ia APP~(~yED Ea1AVA1EIVT. ~,r~~ ~ ' o- a~i,' ~ PIPE y$N~All NAVE 2 ROHS ,V 1
Ll.l frmNCEr ' Reference: Tobla 6.11 1 0 M .~'Yl,~• ; : i OF 1 _IN,~H DIA. HALES t t t .3 1 from NC Erosion and Sediment I antral - SPAC Tl s APART ALONG I I ~ 1 4 `D SCHEDULE 80 PVC PIPE
I i Ma I ~ ~ ! Plonnrng and Des gn nd Desi n Manual, 1988. • n,E IRCUNFERENCE Or -----,f' ~wv. soy o g THE fPE. IONGY~/p~NAI _ DISCHARGED BY CRANIY FLOW
' ~ SPAC~fdC AF Ha.ES SHAH IFfOUGH CONCRETE HEADWALL BE 5 MAX. • f~
~
J " _ S~CTI N 3 - _ AI1N. i DIA. SCHEDULE BO - - ~ SOLID ~"0 SCHEDULE 80 PVC PIPE
• o om v; Q PVf; PIPf INTN SOLVENT DISCHARGED BY GRANTY FLOW NEIOED TYPE JA'NT~ OR THOUGH fNDWA11. PIPE SNAIL BE CUT
~ - ' 1. SEDIMENT TO BE REMOVED WHEN 50~ OF FOREE 0% OF FOREBAY VOLUME AND/(?1z WHEN 20~ OF APPROVED fOUIVALENT FLUSH NiTli THE ENDWAU . PRONDE
~NT P OL VOLUME IS FILLED. ~ THE PERMANE 4 - PIPE SHALL HAVE 2 ROWS INRE ~If511 VAR,U1Nl GUARD AT ILLED. OF I/I-INCH DIA. HOLES OU11ET END.
- / ~ ION SHALL BE ALLOWED TO 2. NO WOODY VEGETAT F-•• ALLOWED TO GROW ON THE EMBANKMENT, srACED APART AIDYJG
3. OTHER VEGETATION SHALL BE CUT WHEN IT EX( WHEN IT EXCEEDS 18 INCHES IN HEIGHT UNLESS THE aRCUUFERENCE aF , iME PIPE: LONg1UDINAI ,~~1-..LLaiQ..
i ~ _._1 PART OF PLANNED LANDSCAPING. SPApIV~ aF HOLES SHAD
4. DEBRIS SFIALL BE REMOVED FROM BLOCKING INL e imen~ BLOCKING INLET AND OUTLET STf?UCTURES AND FROM BE s ,uAx.
i - AREAS OF POTENTIAL CLOGGING. 0 KEPT STRUCTURALLY ~ JCTURALLY SOUND, FREE FROM EROSION, AND
Or 5. THE CONTROL SHALL BE / ~ 1 / , ~ FUNCTIONING AS DESIGNED.
• PERIODIC REMOVAL OF DEAD VEGETATION SHALT I, 6 ION SHALL BE ACCOMPLISHED. AT ~ ~ i'
7. AN ANNUAL INSPECTION IS REQUIRED, REPORTS ~ _ .D REPORTS TO BE KEPT 8Y OWNER. '
y y ~ y y •i BRIS R _ 8. THE SITE SHOULD BE INSPECTED AND DE V AFTER EVERY MAJOR STORM. ND DEBRIS REMO ED Q"
9. REFER TO OPERATIONS AND MAINTENANCE PLAN / ~ _ - LAN FOR ADDITIONAL REQUIREMENTS. 6 :NANCE P ~I TECHNICAL SPECIFICATIONS
/ - ~ ~ ~
i 1. SUBGRADE FOR DAM TO BE PROOFROLLED PRIOR TO EARTH FILL PLACEMENT.
1~ , ANY SOFT OR PUMPING AREAS ARE TO BE UNDERCUT AND REPLACED WITH
i. CLASS OR MEDIAN SIZE OF RIPRAP, LENGTH, 1 N TH WIDTH AND DEPTH OF APRONS FILTER FABRIC uN,Nc .P, LEG COMPACTED EARTH FILL. AST 90 PCF. (M1RAFl 140N)
PER THE OUTLET PROTECTION APRON DATA BL ZON DATA BLOCK BELOW. 2. COMPACTED EARTH FILL TO HAVE DRY UNIT WEIGHT OF AT LE
- RIPRAP SHOULD EXTEND UP BOTH SIDES OF 1 862 2. A ARTH FILL TO 8E COMPACTED TO MINIMUM OF 95% OF STD. PROCTOR ,~57 WASHED STONE AND AROUND THE END LL E S i SIDES OF THE APRON MAXIMUM DRY DENSITY.
864 - CU VERT AT THE DISCHARGE OF THE PIPE OR L .DISCHARGE OUTLET AT A MAXIMUM SLOPE OF CORDANCE ' ~
66 - 2:1 AND A HEIGHT NOT LESS THAN I1N0 THIR[ / ~6 -R OR 3. EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER IN AC ~ ' CONCRETE ENDWALL (WING WALLS NDT SHOWN) ~N fW0 THIRDS THE PIPE DIAMETE TH SEEDING SPECIFICATIONS FROM EROSION & SEDIMENT CONTROL PLAN. 2' MIN. . WI
~ CULVERT HEIGHT. 870 87 - - E TRACKED AND STABILIZED WITH GRASS ~t . 4. FINAL DAM EMBANKMENT SLOPES TO B
- 3. THERE SHALL BE NO OVERFLOW FROM THE Et` / 4 • =ROM THE END OF THE APRON TO THE SIGN & SEDIMENT - ' COVER IN ACCORDANCE WITH SEEDING SWECIFICATIONS FROM ERO
SURFACE OF TIIE RECEIVING CHANNEL. THE 1 _ / / 876 PAVED OR RIPRAPPED p~ ~t JNEL. THE AREA TO BE ww , 1E INVERT OF THE APRON SHALL BE AT THE CONTROL PLAN.
- _ 78 SHALL BE UNDERCUT SO THAT THE INVERT OF ~ ~ 8 880 SAME GRADE FLUSH) WITH THE SURFACE OF DIl~~AON,",, ; 15" CONC ETE PIPE SURFACE OF THE RECEIVING CHANNEL. THE 5. SHOP DRAWINGS FOR ALL APPURTENANCES (I.E., GATE VALVE, HANDWHEEL, ETC.) ~ ~ R
AVE A CUTOFF OR TOE WALL / APRON SHALL H 2 TOE WALL AT THE DOWNSTREAM END. SIiALL 8E SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. ) '
6. POST CONSTRUCTION INPECTIONS SHALL ~C PERFORMED IN ACCORDANCE WITH - _
4. THE WIDTH OF THE END OF THE APRON SHAL ul"~ s WIDTH OF THE RECEIVING CHANNEL. MAXIMUM H BE E UAL TO THE BOTTOM - APRON S ALL Q AND MAINTENANCE PLAN. ~ ` ~ - I G CHANNEL 5: t OPERATIONS • -L. MAXIMUM TAPER TO RECEIV N 2' Ax. ~ ' • "

Y1~ ~ ` 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPI f0 BE COMPACTED TO 95% OR GREATER. soup a"0 SCHEDULE 80 PVC PIPE D - DISCHARGED BY GRAVITY FLOW
~ ~ ~ i` 9r
W -NATURAL GRADE 6. TFIE PLACING OF FILL, EITHER LOOSE OR COM R COMPACTED IN THE RECEIVING BEYOND PROPOSED s1DPE OSE 0
CHANNEL SHALL NOT BE ALLOWED. , will _ _ 4 ~ E a" I DE AIL
;i 1 ) ~ ~ R~ RAP i ` - ~ NO BENDS OR CURVES IN THE HORIZONTAL A R ORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED. 4 y
~ ' I j N r _ _ t ~ , I ~ ~ ;r<; ~ ~ 41~,~;~
I ~ 2"x2"xt /4" 2'-0" I~• t ~ (n ~ ~ ~ ~ ~ ANGLE (TYP) 2'-D" Eogar Drain 12" GV r°on~uction Notes
W ~ ~ ~ r5 WASHED STONE 4` i. Excavate J' wide trench behind endwoN that extends at least 2' below the proposed pipe invert.
V'I I 'i- `'1 ~ LAYER OF FITTER FABRIC _ 1 1_ 1 2"m REBAR ~ ~A~ NOTE: uINBAUU N~1 3 / ti +y ~ t2" 4 DIP EMERGENCY DRAIN 2. Place needle-punched non-woven geotextile in the trench with sufficient
1RASH RACK • • ~ - • • ~ ~ length to cover entire bottom, sides and top of the drain with a minimum ~ 4 12 inches of overlap.
L _ _ _y =y -r---- J. Place ,~57 washed stone on the fabric to level of perorated PVC Pipe.
(la' MIN.) • - • y ti yti 4 4. Install perforated PVC pipe and solid wall PVC pipe os shown in detail. Construct endwall n ~ ti ' 5. Continua lacement of /'57 stone over PVC pipe to a minimum 2' above the ~ ~ y ti p
~ •1_. _L• ~ ('r) WTi.ET PROTECTION APRON DATA BLOCK ~ o - ~ 15" concrete pipe. Overlap filter fabric over the top of the washed stone. s
RIPRAP APRON p D 2D N ti ~ 6. Backlll! soil over collar drain and headwall In 4 to 6 Inch thick loose lifts and compact
~ APRON A7 DATA - - • O N15 - • ~ • ti e ~ ) GROUT do SEAL each lift to 95X of Standard Proctor maximum dry density with manual compaction ti e ~ OPENING equipment. Care should De taken to ovoid damaging PVC outlet pipes during
RIPRAP d50 = 6" , _ - - - bockh1ling. ~
SHELF PLANT SCHEDULE dmaK = 9~ LITTORAL ~ ~ ~ NTS
t = 13.5 • • NAME SIZE SPACING QUAtJTiTY L = 9.5 FT.
O ARROW-HEAD (SAGITTARIA LATIFOLIA VAR 2 YR. PEAT POT 3. O.C. 46 W ° 11 „FT. 1 ~ ONGIROSTRA H 18 2 p PUBESCEUS, S. L ) Nl~ BAR SCREEN, JOB NAMEt TRASH RACK
I , SEE DETAIL
O BULRUSH (SCIRPUS VALIDUS, S. ATROVIRENS, 2 YR. PEAT POT 3 O.C. 46 _ S. CYPERINUS) APRON A6 DATA ABOVE CCt ~ 3
I UUS 2 YR. PEAT POT 3' O.C. 46 RIPRAP d50 = 12" LIZARDS TAIL (SAURURUS CERN ) Added JB 28, Changed Riser O - - d"~ = 18" 4 10 30 00 ~ ~ ~ 'hen ed Riser And Pipe 9 TPD
NE PANICUM SPP. 2 YR. PEAT POT 3 O.C. 46 _ Location. MAIDENCA ( ) _ t - 27" 4i~11?NlillNrti~
_ .?1 f 6Gn, ~h. n _
PICKERELWEED (PONTEDERIA CORDATA) 2 YR. PEAT POT 3' 0. C. 46 L = 20 Fl. + k'Wh•«N:,;~ Added YI25, 26 &27 Revised S1 ?7 Revised Storm Drainage TPD WWI `w 1k 1111A Statesville Township, ,Iredell County, NC rades, Revised Lot Grades, LOCATIONS Deed Book 616, Page 738 DRAWN BY, TPD CHECKED BY, DEB
= 22.5 FT. oESSI 'sq cj) t r E y, . V
MARSH SEEDBOX (LUDWIGIA PALUSTRIS) 2 YR. PEAT POT 3 0. C. 46 3 9127100 Revised Roadway Grades Revise 20' • W Revised Lot ines, Added Dei [WH ~s, Added Detention Pond Tax Parcel; Pin 47433 88 0834 SCALES 119= 30'
75 ARROR ARUM (PELTANDRA VIRGINICA) 2 tiR. PEAT POT 3 O. C. 46 ~ - - Ippil7582 2 7125100 Added Yl2, & PD9 on Lc & PD9 on Lot 10 TPD
Q CATTAIL (TYPHA LATIFOLIA) 2 YR. PEAT POT 3 0. C. 46 Added P010 on Lot V10 on Lot 6 Engineering * Surveying * Planning OWNERS Clement Pro DATE OF FIELD SURVEY, JANUARY 26, 2000
Properties. LLC
? N, SIZE AND QUANTITY MAY VARY BASED ON B , nnial stream note, TPD Post Office Box 1387 * Mooresville, NC 28115 , MAY 19 2000
0- NOTE: PLANT SELECTIO 1 7 10 00 Added perennial stream ACTUAL CONDITIONS, PLANT AVAILABILITY AND COST FACTORS. Deleted grades in Lo grades in Lot 3 704/662-0100 } Fax [phone] DATE OF MAP
k,D r, ROOTS MAY BE SUBSTITUTED FOR POTS OR CONTAINERS. v po RIP TION BY JOB NUMBER SHEET NUMBER M001165
PLANTING OF LITTORAL SPECIES SHOULD OCCUR IN SPRING OR N0. DATE DESCRIPTION
SUMMER UNLESS OTHERWISE APPROVED.

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J. N. Sherrill, Fieirs ~ i ) ' ~ II
D.B. 153, Pg. 48 : ~ ~ ~ ~ ~n
P(N: 4743 77 7853 • p cn . s N84'41,1. _ CY E -
Access} . l,onjrall~d - arro w ~ 77 { --.r-----•-"` z M 11.99' GNRNEK _ ~ r ~ ~ c°~ _ ~ (L.Ngi ~ O rol c
ter~~tate. F1~gtiw ~ ~ ~ _ _ I n ~ . " 15 ~ O" ~ y U a 3 0 ' f ~ fr, ~ Z Q~ ^ N
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:v; s 1~ ~ ~ / . ~ ~ I ~ i \ E Nv. 833.54
to ~ ~ ~ ? ~ t ~ ~ i ~ y R=3bi, oil' A. S, Greene, Jr., Estate ___.~w.___ ,zi L•30 5',?' D.B. 727, P , 104 _
i ~ ~ ~ s+Ye ~ L ~ 9 - ~w., 25':2'13"E 0
~ ~ - ~ ~ J ~ / m 0 r;1 PIN; 4743 79 887 3
I ' - ~ wua - ~ " ¦ ~ ~ / ~
l ''j ,
Joe T. Sellers , / % 3~ r , ~
~ Dpi 82 , III ~ ~ ~ ~ ~ 31~'~OrD 8 0678 r/ ~ j ~ eea \ \ MANHOLE ___..~__._.f
/ \ ee a \ \ MANHOLE
- ~7 ~ - 7 ~ Ch SAN. SEWER ISS1E$ NSid1S . _ YreJlssft t
ass s 1 _ " I - f t . So2'69'1 TE M,~ MRT Q M es1E aertJf
r - J01 , / ~ 6D.D{1' ~ H
~ aa~ - lit f 16~ ~ _.a \ ~ Ada ~ r 5, a
/ / ~ \ ~ ~ _ MOR-LAND DRIVE 60 R/W g ~ ~
i. ~ raa~ ~ y ' T ~ Powd Public Street 33' BC-BC) ° ~ ~ ~ „ {
1 ~ I ~ ~ "t! , ~'S' ~ i ~ :i7.8~1 '
i ! r ~ ~ \ ~ ~iT 1,2 „L. i,,.I ~
I s~ , ( i ~l , ~ ~ ~ 1 ~ ~ ~ A 7 1 R~320.60' NtOE NCG$-FEET I hWP ( )
1 L T 1~ ~ I Au. ~ I I L=40J2' , GRID N: ~41,452.bD17 S24'tl'S~f GR1D E: 1,447,289.8546
t1 2 C. L ? C*4G~611~-`
~ ` ~ \ .
t / 1 / ~ r~ _ / ~ J. L. Hoe 1 p / ~
~ \ ~.r.. ,a at ~ • i _ ial a,re ) D.B. 920, Pg. 477
/'J ~j ~ ~ , 1060 ~ { ~ ~ I ~ ~ Pi~1: 4743 89 6724 J ~2: / v, ~ \ ~
1 ~ ~ , / -r if
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~-'~~`'~.-J" I t +~ae ~ 1 1 1 ~ ~e \ ti ~ . r, r
h.7g ~ ~ i 1 ti~~---"~~~.. ,e 0111 ~ ~ - ~ ~ ~
I ~ I , h / ~J / rx J !'i
Vie S ~ uA 4 iql i I - - 17 , r ~ I - 'C,", ~~~.~~i ~ S ,t1 ~ `Q' _ i6
I -CkiCy?~I LINK _ ~ iS hxa64.69 n' r XIST. C C. pad LJ~
FENCE rte"'--~ ~ j LO MARK t~'~5S
. ~ ~ _ lV i ~ ~ Q' ea.a ` ~ 5 ~ i '.7
Richord F. Trevisan .Md" IR ROD tGRin R~!' 1?l~r ,
D.B. 1169, Pg. 349 Hugh L. Moose Benchmark: Bill R. Moose ExlsT. 5/ ~ aN ~ , lchmark: Y GRID N: l.,y,439 761 ~ ;1~ - .
PIN: 4743 88 5199 D.B, 552, Py. 494 Concrete Lot MI D.B. 1028, Pg. 873 GRID E: 1,448,45 .739 ~ f (107 _ t,4PiD (PI~',Ga-fFE1) Tcrete Lot Marker 350 ~ ~ ac ~ ~ ~ -C~
PIN: 4743 88 5535 Elev.: 903.85 (P P{N: 4743 89 9 f 1; ~ ~ t,~IC~ hl. ~~t,,a~n es~,, v.: 903.85 (NCGS) Gi21D E. 1,448,90%fi404
DISCLAIMER NOTES: 1. The Surveyor has no knowledge of contominaling or hazardars materials
on the surveyed premises and assumes no responsibility nor liability, whatsaevar, if such contaminating or hazardous materials of any nature,
ore found to exist on said premises.
2 In oddition to buried utilities shown or indicotad hereon, other buried uldities and/or other non-visible facilities moy exist an or adpcent to
the surveyed premises. The Surveyor assumes no responsibility nor pabihty, whatsover, if such items ore lound to exist on the surveyed premlaes- LAND TITLE SURVEY AND TOPOGRAPHY FOR:
3. Thor Surveyor has addressed oil easements of which he bas been odvised t.-,I_EMENT PROPER~CIES, LI_~~;
and of which he has any knowledge, includiny those indicotad by visible physical evWence on the surveyed premises, ontl sesames no responaibilily, BEING A PORTION OF THE PROPERTY OF:
wholsoover, fa any easement of which he has not been advised nor for easements related to any non-visible ut8lties, structures or o16er nntllies. W. D. HOLLAND AND WIFE, SONYA M. HOLLAND
LOCATION: STAIESVILLE INSIDE TOWNSHIP, IREDELL COUNTY, NC
EASEMENTS AND RESTRICTIVE COVENANTS APPLICABLE i0 THE SIZE: DEED REFERENCE: DEED BOOK 616, PAGE 738
1 Lela Surveyor has addressed o11 easements of which he hos been advised and of which ha has knowledge, rncludinq those indicated by any visible physical ev(dence on the surveyed premises. ~µw~;~w a!wruNC ~TBACK REQUIREMENTS TAX PARCEL: PIN 4743 88 0834 {PART)
Facilities established within or by receded easements are oa shown hereon along with the book and page of the recorded instrument. Facilities shown hereon hovinq no reference to book and FRONT: 25 FEET, REAR: 10 FEET, SIDE: S FEET (If AN`n PARCEL AREA:
page of recorded instrument indicate lacilities fa which no recorded easement was found a made known to the Surveyor. Unrecorded easements and/a old blanket type easements moy 25.8058 ACRES (1,124,101 SQ. FT.) (COORDINATE METHOD)
opply without the Surveyvr'a knowledge of the existence or location of such easements. ZONED: 6-5 (GENERAL BUSINESS)
2 Easement to the City of StotesvNle, recorded fn Book 504, Page 314 is a twenty (20) foot PRECISION = 1:15,000 DATE: JANUARY 26, 2000
wide easement fur a sonitory sewer outfoll line as shown hereon. 3. Eosernenl to Duke Power Company, recorded in Book 286, Page 67 is an easement for the Narfn caalna AERIAL TOPOGRAPHY: SPATIAL DATA CONSULTANTS, INC.
tronsmisslon of electric power. Eoaemant does not specify exact locotiun nor width of eoaemenl. Location shown is bored on line from center of towers, easement widths shown hereon ore Ireddl County I, Worley E. Sprinkle, Proleselonal Land Surveys hereby osrtity that the plat or CONTOUR INTERVAL: 1'-0" DATE; FEBRUARY 8, 2000
as spacffled by Duke Eneryy Company (Eddie Hilton, telephone [phone]). survey shown hereon was prepaed from on actua Held wrvey mode by me in PREPARED BY: accordance with "Standords of Practk ntutea of t er Stub of North Caroliir o;
4. Eosamenta to Southern Power Company (Uuka Energy), recorded In Baak 70, Poge 349 and Book 70, Page 565 era blanket type easements fw power lranamiaslon focllilies and may or may and In accordance with the Genera St WESLEY E. SPRINKLE, PROFESSIONAL LAND SURVEYOR that the subject property is not situated in o designated Rood hazard area;
not apply to the subpct property. These instruments contain insufficient data to datermir~e any defined location of sold easements. that there are no disputed boundary Ik+es; ihot there are no enaoochments 190 BRANCHWOOD ROAD
5. Eaeemente to Southern Ball Telephone and Telegraph Company, recorded M Book 94, Poye 526, in Dither direction aaoae property boundary lines; that said plat is carect to STATESVILLE, NC 28625 me best of my knowledge and belbf. fits Ne 28tfi day of January, 2000. TELEPHONE: [phone] FILE: CLEMENT1.dwg
Book 94, Poge 528, Book 94, Poe 53Q Book 95, Poge 637 and Book 157, Poge 12 ore blanket type easemonla for telephone facilities and may or may not apply io the subpct property Thera
instruments contain Insulflclant data to determine any dalined location of sold easements. 6. Easements to various parties, recorded pooka2616, Book 745, Pago 461 aodeB3ook~24, Paga
Paga 581, Book 701, Page 409, Boo g 231 and Book 759, Page 936, wero examined and bored on location, description cr vther reason, Profoseiond Land Surveyor No. L-1300
in the opinion of the Surveyor, ae not currently applicable to the surveyed prerniees. !.1
7. the rastrlctive covenants raloling la hotels and. motels recorded in Book 694, Paga 371 hos since
Dean released by Instrumoot recorded in Book 993, rage 433
a~
t~ rv1 c~
ifk 1

ST ORMWATER DRAINAGE ST UCTU R RE TABLE URY
Inlst Structure Rlm Ekvodon Invert M invert Out Inlet Structure Rim Elewtbn Invert N Invert put D N
C8~1 896.75 892.50 ' YI/12 882.25 877.T8
FES/2 891.78 08/17 881.26 877,0 876.97 GARNER W E
113 887.5 882.50 08/14 881.28 876.5 876.3 qc S
et ~a
C8M4 891.88 882.0 881.8 08/10 875.15 868.69 882.5
77
CBpS 892.88 881.0 877.92 fES/11 ~p,p - -
FES,y6 877.7 Inlet Structure Rim Elewtlon Invert In Invert Out a 70
Inlet Structuro Rlm Elewtbn lover{ M Invert Out CB/15 871.27 886.05 No. 57 Stone SITE
Yl/22 884.25 876.5 YI/18 867.0 862.50
FES+27 876.0 CB~18 865.74 862.10 r
4 881.9315 Inlet Structure Rim Elewt(on Invert In Invert Out 08/17 805.74 861.88 16' 888.0
4 VICINITY MAP
Y1~7 882.1 869,0 08/19 858.17 853.48 853.28 NOT TO SCALE
Y1r24 875.75 868.5 888.0 CB/20 896.75 861.50 842.0 8 " C o r r u ate d Perforated
9
FES/21 840.0 HDPE WraII11[~ed With CB~B 872.33 867.9 866.9 N r"
Nonwoven Geotextile CBr9 872.33 866,7 862.0
Inlet Structure Rim Elewtbn Invert In Invert Out 5
FES~30 850.0 Yl/27 858.5 854.9
Yl/2s 872.2 865.0
p,~g 672.2 654.33(24•) 654.0 N TS
es9.57(36•~
~s~2a eso.o GENERAL CONSTRUCTION NOTES.•
1) Catch basin to be NCDOT Standard 840.02.
Yard Inlet to be NCDOT Standard 840.14.
2) Catch basin rate and frame to be NCDOT Stand _
GRtD NAD B9 ~ 9 and - 840.03: ,
Access) ' 7 Controlled _ _ . , 3 All storm draina e i es to ' ' '
hwa 7 ~ _ ~ _ Interstate N ~g Y ~ - T- + ) be m In Im um CI ass III R 1 9 P P C P wit h
. , ~ tan ue and r . , • g g oove or bell and spigot waterproof points. _ - 1 - x ~f e o
• M~,~tr' .'1= 4) All culverts to have flared end sections F 1 1-
- 1 ~T:~ _ - 5 All , ~'~T.~:. ) earth fill to be com acted to minimum ~ , . p 95 % of std.
f 4`-' ----r: - Proctor maximum dr densit .
r i - , . y ' ~ ' . . ~ 1 6) To 8 of sub rade of buildin ads and roadwa P 9 g p ys to be
t _ _ - _ - _ i , , , ~ ~ 1 ~ ~ 1 ~ ~ to be com acted t p o minimum 100 % of std. Proctor
. l maximum dry density,
~ t ~ _ ~ ems. ~l ,ti 859 - _4, j
, _ . i . , . '~1 „n. ~"RCR" . . YI 27 ~ ` T 1 ~ ~ I 7 Sub rade of road . , • _ , , ) wa s to be roofrolled rior , 9 Y p p to stone
. ~ , ~ 5 airlage . , , ~ s„~, >P ~
. ~ 1 r ` ~ ~ti; 8) ABC stone to be minimum 10 thick a d ¢ 1,, ~ ~ : . n cam acted to 100%
~ ~ ~ of std. Proctor.
) s avement to be com p pacted to 95% of lab
ro ~ , t. .r' ' K; !ct ~ ti ;tip com acted p to 95% density as determined by Marshall Method.
~ , , . , . 1 ~ ,
~ . , , . i' ~'r i'; ' 't • • ' ~ i ~ , 1 10) All concrete for curbs shall have a minimum , ~
FES 2 r. ~ 0 ~ ~ ~ o ~ ~ ~ ,STq~Wil1ER - 28-da com ressive stren th of 3000 si. T ~ P 9 P to mix
rn {5 prainoge ~ ~ ~ $;~IX 061ENTION ~ Eosem l ~ L ~ ~ - ~ ~ ' and construction shall be in • ~ ~ ~+...4 ` accordance with NCDOT Standard 4 ~
~~LOT`~1 ~wt LO;T #2~,~ l~ I LOT;#3. _ ~~?r - , w , 4.- , S ecifications. , , ~ ,
' ~ ' ~,4.O2~AI?t'~t~~ ~i ~ - 8.02 - ~.7 :A ~ ,
_ ~ q
144'-15"RCP . ~ ~ e°' ~ ~ ~ t , ~ ;1 ~ , ' Drof a ' Et~l t . ~ n ge ~t . ~
' ~ • ~ Rt , CB ? CB ~ FES X21 p 1. mss,
G f;, 4 ~ . t r r ~ ~ } GCB, r _
. _ tlr,,. JI•.. ~ ,
~ r c 1 ~ _ _ ;t: 4 ' ,
_ , , +o - ti ~ , , 8 a
, * ~ , + n _ . g, , . g;
~ q 897.37 ~ . q R~ ~ ~ `
/ 1e ~ t ~!'4 1 -~6 RCP , ! yy ~ . 5 `Y
1~ 'ti r: c,,f:.i ~ ' A~ 2!>< . f ~ , ~I1:,i - AT 0.6X_.. , R
897.9 f` ; c , : _ 17--24"RCP r , ~ . ~ I~l.~ I
f ~ _ . ~T 1,591 ~ i ~ ~ S ~
. ~ o ~ ~ YI~ 2 LOT 10 r ~ I ,,l, ; ~ # i i ;.~r ~ ~ II 15 Dr i t ~ ~ ainogk V/Vn~ _t
1. 7 AC. + - ~ ~.CT ;t; f ; Tt;rrr , . acv ~a em / I -r S ~ ` , ! , ~ t. 69 I N ' ~ 1
i 4.25 A _ '1 r; ? ~ : (ry~;~a~) , C.,' +I ~ ~ , LOT f~ ~ r' i'1 ! ~{S ~ ' A , i N AIONROE NCGS-FEET I 1 1
. # 878 I GRID N. 141,452.6017 I 1.8 AC. -F~- GRtD E: 1,447,289.8546 • ~
1..78: Ai~ + o - LOT #5 I
' , ~ , .2.02 AC. L I ~
r i' ~ ~ 8 , t ~ ,
~ I ' , o ce
! I~ " _ gb t , 1~ 1 ~ : ~o
i ~ - • ~ ,I;, ~ ~ ~
' ~ . ~ i... • • - 2 I 1 L
..,mil-a=-~._..~ y . e eve. 1 ~ ' ~ f ~ r- ' ,w
1 • ,
.,v.. , ;J Q. 'l GRAPHIC SCALE
' ~ ~ 1,. ~l. ~
i[ 4... ,p I',, Slsss ~ Q- too o so too 200 1 ~
I~i
l 1 ~R, (c>3io EXIST. 5/8" IRON ROD 1 0 R f,F f D~51; (IN FfiEf
~ GRID N: 739,439 761 REN ~ )
PERENNI i AL STREAM ENDS 300 FT UPSTREAM FROM CULVERT INVERT ~ GRID E: 1,448,45739 1 nF 1 inch = 100 tt. ~ (NOl
BENEATH I-77. CHAt~+IEL CURRENTLY ~ I ~ lO Sc I~A1D (NCGS-FEET) I AtF) GRID N: 740,658.6695
BANG PERMITTED THROUGH NCDENR. GRiD E: 1,448,807.8404
LEGEND
R/W = Ri ht-of-wa 9 y Po» = Permanent Diversion
732 X Spot Eleuicitiat I.P.S. _ #4 Rebar Set I~€IIIVTE~ OC1 0 529@0..
-732- F~i~hed Grads Con tour
= Not to scole - --`Ir- 32 Ext~frnq (~?vde Con tour
.1~8 NAME.
p = ~ Pn used Catch Basin Telephone Pedesfal oP
W
t: ~ =Utility Pole """--'Proposed, Storm Pipe p ,,`'ever reeye9
o ~N CARO~~ T
o = ,r o~r~• ~qss Added YI25, 26 &27 Revised Storm Fire Hydrant , ~ ESSIp s Di _ 3 9/27/00 N Revised Roadwa Grades R vi i Storm Drainage
N e sed Lot i ~ ~ Revised Lot Ines, Added Detention vised Lot Grades TPD Detention Pond
LOCATION zuResvOle Township, Iredell County, NC
CIO vvu c ur vui ve j ~Nt7582 CIO a 2 7125100 Added Y124 & PD9 on Lot 10 1 Lot 10 TPD Deed Book 616, Page 738 DRAWN BYi SB CHECKED BYE DEB
~INE~'• ~a m •,,~q''•w....•••',~~.• Added PD10 on Lot 6 of 6 Tax Parcei: Pin 47433 88 0834 ,
Engineering * Surveying , Pk-onin9 OWNERS SCALE 1 100
a 1 7110100 Added perennial stream note ,am note TPD Post Office Box 1387 * Mooresv Clement Properties. LLC DATE OF FIELD SURVEYS JANUARY 26, 2000 ~'le, NC 28115
6 , 1s o L Deleted grades in Lot 3 Lot 3 704/662-0100 * Fax 704/6W-0101
co N0, DA TE % DESCRIPTION DATE Of MAPS MAY 19, 2000
BY JOB NUMBER SHEET NUMBER
M00116 2
F CG .

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ti~ , f , a ~ ~ ~ ~ I ~ I 4102' . eeiC.'. 4102. ~C.' ; ~ ~ 2.~4 AC. ' + f ~ I ~ r' ~ I
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: • - .M- ~ 33 BC-BC J__
. , ~ ' I
' , i`
g' 29' PAVEMENT B'

L...~.-- i ( _ 1/4' Pr " i/4" Pa q1 Fod 1 /4 Per Foot 1 /4 Per Foot Foo+
z~ e+
2'-0" 10" COMPACTED AGGREGATE
VALLEY BASE COURSE OR 5" „ CURB TYP BITUMINOUS CONCRETE 2 BITUMINOUS CONCRETE
HIGH PgNT ELEV ~ X83.48 ~ ~ SURFACE COURSE, TYPE 1-1 BASE COURSE, TYPE HB.
HIGH Pt19lT STA • 8+36.84 Pw STA ~ 18+11.98 „ 5Z 2 BITUMINOUS CONCRETE Pw Env 89e.
PM STA =5+97.49 BINDER COURSE, TYPE H 150.00' VC
PIA ELEV =885.42 TYPICAL ROADWAY SECTION a~
A.D. _ -8.90 LOW POINT EIEV = 872.63 A.~. • -"4.d7 ~ ~ PAVEMENT NOTES:
K = 36.25 LOW PO1N7 STA = 11+66.47 K ~ 32.09 ~ ~ 2-INCH BINDER COURSE, TYPE H TO BE PLACED IMMEDIATELY
.oo' PVI STA = 11+80.98 PVI ELEV = 870.17 M ~ W UPON FINAL PREPARATION OF ABC. PLANT MIX TO MEET NCDOT SPECIFICATIONS.
A.D. = 8.00 r; ~ ~ ~ Y SURFACE COURSE, TYPE I- t TO BE PLACED FOLLOWING PlACE1r1ENT OF BINDER. SSTTgqHP~gg w w
K = 31.25 w LEV.~ 9.
soo n 50.00' U t5..~._...
NN. + 0~ N N m - .04x .i
< ~
r a + r ~ w Sg,
~ ~ U j N W W Q~ 0~ N r A
890 + r tf1 d ~ ao o` ~'o . °'`s
m + r o ~ w ~f o 75' Radrus
w ~ ~ A6 ®R W
> m
ro
880 , ~3 q
i
odes ~ R 29 F-F s'
0 ' / 35 ,p
870 ~aG s
60' R W
860 COMMERCIAL
CUL-DE-SAC DETAIL
850
HORIZONTAL SCALE
•a p~ s~,,.....,,~ /,y
ESStp •.,9 :o~ a ca~~
M ~p NM Mp mr N~ dp ~r t`~ ~p aDd r)~ N~ dN •-d O~ pt` rn°' N" N~ rd' ra0 sf'- cON ~ N~ ~N ra0 d~ d pp~ N; cps N rn r t Q~ 1 1nOh ~ 100 !k ~ N~ cps MN N~ 0>M f~~ O~ 0,,~ ~ • A
a0 00 SOD Nd ~t0 ~Of ~N ,d ~r X01 .d ~N Nd oaf SOD Nt0 Od ~N ~O ,r ~r~ rtD ~r Or O0~ tOd O~ N.= MI t~ tOp ~DN t0~ rr r°' r~ rd ro~ roa0 aop rnN Old 0~~ a0N 00 ~O OD r00 rr rN fwd ADM cDN tpN N~ rr ao°r' DJ~ aopdp 01 op Q~01 rni N rM ~ c0 cp f~ pp 0~ 0~ : ~
ao m ao'0 ao ~ oo t0 00 ~ ao r ao r ~ r ro r co ao °D ao ao 0D ao °0 00 00 ~ 00 m r co r ao r oo r ~ r ao r ao r ao r ao r ~ r ro r ro oo ao ~ oo ~ ao ro ao ao i~ ro ro ro oo ro o0 ~ ~ ao ro ro ~ ao ro ro ro ~ ao ao ro ~ m ao ~ ao ao ~ ao ro ~ >o ~ ao ro ~ ao ~ m ~ ao ~ ao ~ co ~ ao ~ Q`•, ~ C N VERTI AL SCALE
0 ,~I NE,.•
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+ 7 19+00 20+00 £ 8~++`'~ 00 1 t00 18+00
9v p°
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MOR-I-AND DR11/E EXTENSION PROFILE JAB NAMES
r
w F
a ~ Noel di~os.~a
31 ba 'ON
~ }off ui sapna6 pa}a}aQ
Cl~~ `a}ou uanaa~s ~niuuaaad pappy ~~~OL~/ l T ~ I (1('ATTf1Ni StatesviNe Township. Iredell County. NC ilRt1WN RY; OFR CNFCKFTI RY; nFR
CD 0
I N 9 }off uo Oiod PaPPb SCALEi AS SHOWN
Od1 OL 407 uo 60d 17,7/A PaPPb 'b 00/g,7 Z Engineering Surveying * Planning OWNERS:
m DATE OF FIELD SURVEY, JANUARY 26, 2000
puod u014ua;a0 papp y 'saul~ 40~ pasmi9a Post Office Box 1387 * Mooresville NC 28115 Clement Properties, LLC )s'lAaa * DATE OF MAP, MAY 19, 2000
`sapoag 40~ pashad 'saPDaO XDMPDod pasha d ~ ]A 704/662-0100 Fax [phone] pas as 001Z,716
Od1 0 0 a6DUIDJO WJOo S pasinad LZ2B 9,7 'SZIA PaPPd l pappy JOB NUMBER SHEET NUMBER
M00116 3
~G

AL1S U Y
N
CONSTRUCTION SEQUENCE: NARRATIVE.
EROSION CONTROL NOTES:
Clement properties encompasses 35.6 acres in Iredell County 1. Obtain Ian op royal and permits prior to be innin work. P P 9 9 ~ GARNER VV E
The total disturbed .acreage for proposed development is approximately 2. Flag the work limits to prevent unnecessary clearing. 32 acres. The scope of work includes clearing, stripping and grading, installation 3. Hold pre construction meeting at least one week rior to startin construction. 1. All Std. numbers refer to the NCDOT Standards klanual, q~ S ;onstruction. 2. On-site burial pit locations must ba documented on final plat, 9~
P 9 of sediment basin & traps, construction of temporary & permenant diversion channels, contact inspector within 24 hours prior to start of construction. 3. An radin be nd the denuded iimlts shown on the Ian is a violation of the Cit Count ~
silt fencing, slope drains, roadway construction, and storm water drainage. 4. Install -i is ray - temporary 6 nch th k g el construction entrance (2 to 3 inch dia. wl Y 9 9 YQ P Y~ Y -inch dia. washed stone . Erosion Control Ordinance Plan and is subject to a fine.
Based upon the SCS Soil Survey Map of Iredell County, site soils classify as Cecil sandy 5. Construct sediment tra s, rock dam and diversion channels. Install sit fencin . ~ 77 sit fencin . 4. Grading more than one acre without on approved Erosion Control Plan is a violation of the
I he Wort a ortion of the site to Llo fine sand loam and Llo d cla loam P g oam on t h rn p yd y y y 6, Inform inspector of completion of devices and request inspection far compliance g Cit Erosion Control Ordinance and is subject to a fine. ~ r compliance. Y 1 ~ 70
an the southern portion of the site: Cecil and Lloyd sandy loam classifies under Hydrologic 7, Clear and strip site, and properly dispose of debris. 5. Stabilization is the best form of erasion control. Temporary seeding is necessary to achieve ~
Group B, and Lloyd clay loam classifies under Hydrologic Group C. 8. Grade roadway to proposed grades shown. erosion control an large denuded areas and especially when specifically required as part of the construction sequence shown on the pion. Ali graded slopes must be seeded and
9. Remove ST3 and extend TD1 across back of lot No. 1. mulched within 15 days of completion of grading. All remaining areas are to be seeded SITE
10. Grade site to proposed grades shown. and mulched within 90 days.
11. Seed all disturbed areas that have achieved subgrade elevations. 12. Place and compact base course and asphalt paving. 6. Additional measures to control erosion and sediment may be required by o representative
of the City Engineering Department.
13. Revise Erosion & Sediment Control Plan once wet detention design is approved is approved by Division of Water Quality. 7. Maximum graded slopes are 2: 1. When steeper slopes must be used, plans shall be sealed by a geotechnical engineer for slope stability and final surface stabilization.
14. Construct wet detention pond drain pipe per plan. 8. he develo in in h VICINITY MAP T per s~hail ma to eac stream, creek, or backwash channel in an unobstructed NOT TO SCALE
15. Provide ring filter around wet detention pond drain pipe. 16. Remove temporary sediment traps ST4 & ST5. state and shall remove from the channel and banks of the stream all debris, logs, timber,
Construct Wet Detention Pond. junk and other accumulations.
17. Continue fill placement in Lot No. 3. 9. All flow from permanent ditches should be directed towards sediment treys until site is completely
18. Once fill has been cam leted on Lot No. 3 & 4, install slo a drains with divers P P s with diversion stabilized.
berms at locations shown.
19. Remove ST1 & ST2.
20. Seed and stabilize all remaining disturbed areas in accordance .with the seeding ~ the seeding specifications.
21. Remove remaining erosion and sediment control structures after site has been e has been stabilized.
NOTE:
ALL FILL MATERIAL GENERATED ON SITE. A S TO BE INSTALLED ONCE FILL SLOPES NAVE BEEN COMPI SLOPE DR IN BEEN COMPLETED.
SEDIMENT TRAP CAN BE REMOVED ONCE SLOPE DRAINS NAVE BEEN IN AVE BEEN INSTALLED.
SLOPE DRAINS TO REMAIN UNTIL FILL SLOPES HAVE BEEN STg$ll1ZED- ST ,
_ VEGETATIVE GROWTH. GR/D NAD 8S ~
ontr oiled cress _ . 1
a 77 (C . erstate Highw y ~ Int _ - ~ _ ~ a
. _ ~ ~ . - ' . , ,
_ - _ f _ _ 'I ~ ~
_ _ . ~ ~ t ~ ~ 4 it
~ v ~ J ~ - ~-J- l _ _ _ / / - - ~ , - - - ~ / i I \ ~ !
. ~ _ ~i I ~ / iJ
. I c ~ _ ..-~T ~ ~ ` ! < i ,
~ ' . . - y 1 _ T ~2 Vi ~ ~..-075-' ~ - y:. X .FS \ I ~ t7b'x16x3' ; ~ , ~ ~ MAINTENANCE PLAN:
} ~ - y ~ i _ w \ - ~ t ~ ~ ~ s ~ ~ ~ The following maintenance plan shall be followed until the site is completely stabilized after
' f? l _ -r_-_. ~z,~. t i ~,„1, ! III ~1 1 / ~ ~ . , ~t µ ft~ ~ ,,j.• ~ ~ I + , 5, ~ construction. During construction, the Contractor shall be responsible for inspection and
I' _ \ ~ ` - - , \A3 `~a~~'*.•"~ ` maintenance of all erosion and sediment control structures:
~ - :;\y~ \~~,\~a~``.~~~ ,•,.,y 1. AI! erosion control measures shall be checked for stability and operation following any
7~ TD _ ~ ~ \ 1 ~ + 1 1 I I OIVERSlQN 9~11r,~C°" ~ . ;1~..`~~, ~ runoff producing rainfall and at least once every week. Any needed repairs shall be
' ~ , , \ , r , I 1 _ ~ ..fir, \ \ _ , i l~11 4 ~ ~ 1' ` \ ~ ~ ~ ` made immediate) so that all erosion control measures are maintained as desi ned. ~ , .ti Y 9
1 7, }t ~ / t0~ •(1 \ \ , , 1 r I i .sLtx~~pa~uN IdENj• aR~uN. r~ENT ~ 2. The sediment basin & tro s shall be cleaned out when the level of sediment reaches the ~ ~ \ ` P
mid-de th oint below the weir elevation. Washed stone shall be cleaned , P P
` ` ~ • ~ or replaced when the sediment pool no longer drains properly. 1
~ , 3. All seeded areas will be fertilized, reseeded as necessary, and mulched in accordance ` ~ ' ~ ~ with the seedin s ecifications in order to maintain a dense ve etative cover.
1 ~ ~ ~ ~ .
rte, ~ I , ; 1, ~I: ;ti'` r ~ \ ~ : M I t
tOT 1 , ; ! ,r ;1 1 , 1 ~ , ,.I ,r 8"02 AC. f - ~ ` - 1 C k~ w . t` r.. , •
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r i ~ ~
a
\ ! / , 185±4 , , , \ r r , , ;;1' r., a i ! I 1 ~ \ ~ : \ ` , . , ~ r rte:' .
,t,'i ~ - _ C•
. i
! e 1~ - , \ ~ \ T orar ~ , , , ~ Y
~ ` - ` ! ~ ~ . Construction
. . _ ~ \ , _ \ ~r'q' _ . taio ~1,a1 \ ~ Irl ~
_ I , ~ ~ ` \ 1
I I 1 R 1 's ~ ~ t 1 ' !I~ ! ~ l7 ! I \
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~ + , ~ 1 t J
, I ~ ~ ~ 'r 1 , I r ; .~t 11: 7 v~C:, + - ~ ~ LOT #9 ; I ~ - 1::;, ~ ; , , , _ , , 1 v ~ - \ ? ~ , . ~ MONROE (NCGS-FEET)
~ ~ 1 r r .4.25 AC.+/,'- , I., ;A~ I. t # r OT ~ ~ ~ i ~ ~ i , CRIO N: 741,452.6017 1.8 ` _ ~ i ~ ~ e\'l•~. =a'~ GRID E: 1,447,289.8546
! / • ~ - ~ 1
1~ I~ I 1 I 1. ` ' I I l I~_ r I _ ~ I ~ 1 r,.; , , I . _ r 1.,781 AC. ` ~ I ~ ~ `LOT ; I ~ ~ A , ~ I l
2.0~ C. ~f ~ :b
~ J i~ ' 1 1 t ~ 0 .r i ! ~ qh ~ I ' ~ O Ve
V I ~ ~ ~ 1` I ' i ~ t
it's' ~ \ ` ~ ''~p~ ' 1 ~ W % 11 I ~ ~ 1 ~i,
~ 1 + \ ~ \ \ . ~
1 f,~ ~l1
1 ~ ~ - r - ~ ~ - , I I ~ a. M, , ~ F J. r~ ~ elv w
1 I ! , 1 ^ . sos~ ~tw. ~ ~ t' ~ ,rye ?0
I I i r ~ 1 I ' ~ ~ . ~ ,4 I GRAPHIC SCALE
Il -!j ~ `l < ~ w \ S Q~ 100 0 50 100 200 400
\ ~ 4 \ F 11 IF W l Q•
„1 . 26 ~
I ~ ~ ~ C ~ ~GRi ~ RED ~ D~ i EXIST. 5~8" IRON OD I RFF_ ST (IN F~BT ) ER
* PERENNIAL STREAM ENDS 300 FT I UPSTREAM FROM CULVERT INVERT GRID N: 739,439 761 , ~NCF 1 inch ~ 100 ft. GRID E: 1,448,45.739 of
BENEATH I-77. CHANNEL CURRENTLY I ~T TO MAID (NCGS-FEET)
BEING PERMITTED THROUGH NCDENR. ~ SCA I iF) GRID N: 740,658.6695 GRID E: 1,448,807.8404
LEGEND.
,',,,N~~u~up,~,,,
_ -o f- Toy ~ = Tem orar Diversion R/W Rt h t way p y , 9 QtN BARD(
Po» =Permanent Diversion 4~ ~ , ~ ••.,•~y
1~ ~ 1. P. S. _ #4 Reb ar Set ~a~ S B Sediment Basm r. 4ESSfp ..9 • Q~ NqS ; a
. , • ~ ~
= Sediment Tra = . ; Not to scale ST p ' ? 11582 =
• d
_ Silt Fence ~'~•,9N' ~ -Telephone Pedestal 9 ••...N...•• ~R o~T ~ 5 N I~,f E ~ "
-----Construction Limits & Disturbed Area '
=Utility Pole ~3z X Spot Elevation g29D°
JAB NAME+
= Fire H dran t -'732- Finished Grade Con tour Yo y
--732-- -Existing Grade Con tour
wv
= Water Valve ~ =====Pro o d C 1 p se u vert
Added YI25, 26 &27 Revised Storm ~ed Storm Drainage
=S~= ~ Slo e Drains 3 9/27/00 p Revised Roadway Grades, Revised Lot = Inlet Protection 'evised Lot Grades TPD
Revised Lot Lines, Added Detentio . Riprap Check Dam d Detention Pond Statesville Township, Iredell County, NC
T ~ LOCATIDN+ neoa ?,,,,t, a~~ a,,,,o ~~a 1>RAWN AYt TPD CHECKED BY+ DEB
2 17125100 Added YI24 & PD9 on Lot 10
Riprap Lined Outlet Apron Al Added PD10 on Lot 6 on Lot 10 TPD VG~V uvVM v v, Vyy w Tax Parcel; Pin 47433 88 0834 SCALE 1'= 100' ~~N
Lot 6 Engineering * Surveying * Planning OWNERS: JANUARY 26 2000
1 7110100 Added perennial stream note Clement Properties. LLC DATE OF FIELD SURVEY ream note, TPD Post Office Box 1387 * Mooresville, NC 28115
Deleted grades in Lot 3 in Lot 3 704/662-0100 * Fax [phone] DATE OF MAP.- MAY 19, 2000
JOB NUMBER SHEET NUMBER
NO. DA TE DESCRIP TI0N BY M00116 4
.e

A
ANTI-VORTEX PLATE
. .
I REMOVABLE TRASH RACK IS OPTIONAL
U t vE - - ~"~-TRASH RACK FOR EASE IN MAINTENANCE.
Filt~f~ .i . -
1 ,
- ; ~ t SEEDING SPECIFIC ~ ~ , SPECIFICATIO ~Q" NS TOP OF DAM 859.0
1~5 ~ RT:8~2.0 I
a Nib SEEDING MIXTURE r RATE (Ib/acre) • 1
/ To!! Fescue / Sericea Lespedeza 80 SPILLWAY CREST 857.0 142 L.F. 24" DIA. CP ®3.5Y6
- / Kobe Les edeza P 20 A ANTI-VORTEX 4 I , PLATE 3 1~ ` 10 1 ~ I~
. TRASH RACK ' 3
' ~ ~l,1,
' ' SEEDING NOTES E T ~ ~ E RISER CREST 856.0 '
. Q After Aug. 15 use unscarified sericea ~ ~ Where eriodic mowin is tanned r ~ ~rified sericeo seed. s lonned or o neat a earance is desired A
t ~ / P 9 P o ~ 1 omit sericea and increase Kobe lespe~ P PP Y ! Littoral Shelf ~e Kobe lespedezo to 40 Ib/acre. H 6"4 DIP 2 YEAR _ i
To extend sprang seeding dates into 1 dates into June, odd 15 !b/acre hulled ORIFICE 851.0 ~ ~ - ] 1 I 6
l ~ ~ Bermudagrass. However, offer mid-A ,offer mid-Apr. it is preferable to seed
O Q, temporary cover. o r~ (J aina e Z
~ - ~ CONC. RISER L' Concrete Endwall
r l~ y ~ ~ ~ ~ ~ NURSE PLANTS ase en i Collar Drain FES 844.16 Trash Rack ~ (See Details)
Between Moy 1 and Aug. 15, add 10 I / ' ~ / / J5 Ib acre Sudan rass. Prior to Ma 15, add 10 !b/acre German millet or ' Prior to May 1 or after Aug. 15 add ~
1 / 9 y ~ / 40 Ib/acre rye (grain). . _ _ _ __._._._v._ . 168 L.F 24" DIA. RCP ®0.5~ Al
I N l / ~ 845.0 Oroin .Y 1 I - J. ~ ~ ~
/ i~~ ~ SEEDING DATES Best rt Possible , ,
~ ~ N ( / Fall, Aug. 25 -Sept. 15 Se t. 15 Au . 20 -Oct. 25 P 9
` ) Late tinter: Feb. 15 - Mor. 21 Mor. 21 Feb. 1 -Apr. 15 CONC. ANCHOR
• ~ ~ S
l ~ Fa 1 rs best for tall fescue and late w ~ - ' Overseeding of Kobe lespedezo over fc ie and late winter for lespedezas. ~edezo over fall-seeded tall fescue is -
~ ver ff dive. / ye e RISER BARREL BARREL
DIMENSIONS DWbtETER SLOPE D S Y H Z
SOIL AMENDMENTS ~ /
Ap 1 lime and fertilizer accordin to Py 9 according to soil tests, or apply 3'x3' 24" 0.5% 2' 5'-0" 15.0' 12.0' 11.0'
l 4,000 Ib acre round a ricultural lime : / 9 9 ricultural limestone and 1,000 lb/acre (Inside Dio)
10- f 0-10 fertilizer, ~ ,
MULCH _r--- rn OUTLET STRUCTURE DETAIL
~ ~ Kl y y +L ~ Q Apply 4, 000 Ib/acre gran straw or eq ~ straw or equivalent cover of another
, 85 ~ Elev. LF: E R L, TT Q l~l surtable mulch. Anchor straw b tack straw by tacking with asphalt, netting, ,r
or rovin orb trim in with a mulch 9 y P 9 with a mulch anchoring tool. A disc ~ ~
with blades set nearly straight can by ~ ~ raight can by used as a mulch
y ~ anchoring tool. , ~ ~ ~ Haoor
MAINTENANCE f" j ; wAS+QO sra+c rs• au re rQ rAewc Lrwrvc
„ a ~ ~ DIP ! ~ Refertilize in the second year unless g prrAn rav) year unless growth is fully adequate.
' - ~ Ma be mowed once a' twice a r, , Dram Pr! e / y ~ 'wic a r bu m i cessar . ~ ~ ~ rs' e yea , t owng is not ne y sra~ IN •
1 ~ P ' J Reseea~ fertilize, and mulch damaged 'ch damaged areas immediately. aatAR °RA"t P~ aIP~~wiiN~i ~
Ll.~ Cayq~IF !D£D ,A71N OR . ~ r'~ot>rv r.
" ~ Reference: Table 6.11 I from NC Erosic j ` Planning and Design Manua •om NC Erosion and Sediment Control a HAVE Rows I DtA. HIX Design Manual, J988. r a ~'j'r::~ • ~ . A T AL
--r wM saiD I SCHEDULE ao PVC PIPE cDNIp NAL D1SCN 0 BY CRANTY FLOW
AGr! Cf NIXES SNAIL 1HOUGH CONf~lf1E /ffADWALL 8f 5 11AX.
J CQLLIR ~RLl1V D89IIL
C) V: Q / is ~ . ,Iwo s• arrt. sr~utE p P S~'CTIQN 9 - ~ 4 SCHEDULE 80 DC PIP£
1. SEDIMENT TO BE REIAOVED WHEN 50% OF FORE9AY OISaURCEO BY CRAl1rY FLOW OF FOREBAY VOLUME AND OR WHEN 20X OF ' ~ 1?lDUG11 ENDwALL. PIPE sHAU ~ cur
o / _ _ • THE PERMANENT POOL VOLUME IS FILLED. / FLUSH MfTN rHE FNDN4ALL . ARONDF ED. a~ 1AAtE l ft10N5 MIRE MESH VA+eMwT GUARD AT
- t , I-' ~ ~ 2. NO WOODY VEGETA HALL BE ALLOWED T GRi . TIpN S 0 OWED TO GROW ON THE EMBANKMENT. ~ ~ Hays our ~
l ' • 3. OTHER VEGETATION SNALt BE 'CUT WHEN IT EXCEE( SPAC>FD 4" APART ALONG EN IT EXCEEDS 18 INCHES IN HEIGHT UNLESS TtrE GRCUMfERENCE ~
. ' _ ~ .1 PART F P 0 CANNED LANDSCAPING. THE PIPE. lO1JCITUDINAL SPAGN~j OF HIXfS SHALL
e IY1'l eC~' - ~ ~ 4. DEBRIS SHALL BE REI~VEt} FROM BLOCKING INLET ~CKING INLET AND OUTLET STRUCTURES AND FROM sE s AIAX
f AREAS OF POTENTI - GGiNG. A~k'f.LO or , o
r 5. THE CONTROL L BE i~EPT STRUCTURALLY SOUI / ~ S I - FUNCTIONING AS DESIGNED. URALLY SOUND, FREE FROM EROSION, AND
' - P 6. ERIODIC REMOVAL OF DEAD VEGETATION. SHALL BE ON SHALL BE ACCOMPLISHED.
/ / 7. AN ANNUAL INSPECTION IS REQUIRED, REPORTS TO REPORTS TO BE KEPT BY OWNER.
- • 8. THE SITE SHOULD BE INSPECTED AND DEBRIS REM( DEBRIS REMOVED AFTER EVERY MAJOR STORM.
9. REFER TO OPERATIONS AND MAINTENANCE PLAN F( / NCE PLAN FOR ADDITIONAL REQUIREMENTS. •
i ~ S
1.., ~ . , , r~1- ~ PROOFR PRIOR T ~ OLIEQ 0 EARTH FlLL PLACEMENT.
1. CLASS OR MEDIAN SIZE OF RIPRAP, LENGTH, WIDT Al ;:~'~t ~ ~ G AREAS ARE T~ 8E UNDERCUT ANO REPLACED WITH
_ _ PER THE OUTLET PROTECTION APRON DATA BLOCk LENGTH, WIDTH AND DEPTH OF APRONS - F?LTE fA lc IN CO~iPAC1ED .FILL R eR L lNc DATA BLOCK BELOW. 2. COMPACTED E FlLL TO HAVE DR T (MrRAFi 14oN)
~ Y iiNl WEFT OF AT LEAST 90 PCF.
~2 . - 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE 86~ ALL EARTH FILL TO BE COMPACTED TO•MINIMUfrI QF tiSX OF STD. PROCTOR DES OF THE APRON .AND AROUND THE END
' . 6~i - OF THE PIPE OR CULVERT AT THE DISCHARGE OU ~ ~ ~ ~ MAXI UM 9 ,N57 WASHED STONE SCHARGE OUTLET AT A MAXIMUM SLOPE OF M DRY DENSITY.
870 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS 1 - CU 87 LVERT HEIGHT. YJO THIRDS THE PIPE DIAMETER OR 3. EXCAVATED SIDE SLOPES TO BE STA~„t2ED WITH GRASS COVER IN ACCORDANCE ~ CONCRETE ENDWALL (W1NG WALLS NOT SHOWN)
1~ TH SEEDING SPECIFICATIONS FROM ERQ610N dl SEDIMENT CONTROL PLAN. 2 N. r:~
3. THERE SHALL BE NO OVERFLOW FROM THE END ~ ~ ' ' ~ , 878 SURFACE OF THE RECEIVING CHANNEL. THE AREA d TH 4. FINAL DAµ MENT SLOPES T0.8E TRACKED AND STABILIZED WITH GRASS E END OF THE APRON TO THE T COVER ~ ANCE WITH SEEDING SPECIFICATIONS FROM EROSION & t
~ - 878 ~ SHALL BE UNDERCUT SO THAT THE INVERT OF TH _ HE AREA TO BE PAVED OR RIPRAPPED SED MENT WERT OF THE APRON SHALL BE AT THE CONTRO~,'PUq~. l
88[1. - SAME GRADE FLU T ~ ( SH) WI H THE SURFACE OF THE 'ACE OF THE RECEIVING CHANNEL. THE ~ t5" CONC ETE PIPE
y APRON SHALL HAVE A CUTOFF OR TOE WALL AT 1 ~ OR ALL APPURTE S I.. V af~GP>~av . F NANCf (E , GATE ALVE, HANDWHEEL, ETC.) , )E WALL AT THE DOWNSTREAM END. D T GIN ~ " TTE O EN EER F0~ REVIEW AND APPROVAL.
r i ~ON INPECTIONS SHAtI. 8E PERF#'>aMED IN ACCORDANCE WITH -
B 4. THE WIDTH OF THE END OF THE APRON SHALL BE WIDTH OF TH R E ECENING CHANNEL. MAXIMUM TAP ON SHALL BE EQUAL TO THE BOTTOM dAXIMUM TAPER TO RECEVING CHANNEL 5:1 MAINTENANCE PLAN. , ,
f r • r'• y
t~ j 1. ~ 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTE 4.i IE COMPACTED TO 95% OR GREATER.
_ a wuuRK cR>,oe ~ SOLID 4"0 SCHEDULE 80 PVC PIPE
-;r 6. THE PLACING OF FILL, EITHER LOOSE OR COMPAC~ ` I CHANNEL SHALL NOT BE ALLOWED. OR COMPACTED IN THE RECEIVING S DISCHARGED 8Y GRANTY FLOW BEYOND PROPOSED SLOPE
r s M eAe i
j 1 N 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGN a~ 'ONTAL ALIGNMENT OF THE APRON WILL E T
_ ~ BE PERMITTED.
F- " " ~ 2x2"x1 /4" 2'-0 4 -o"
~ ' ~ - ANGLE (TYP) tr Gv Collar tJraln
lij " ps waSN~o sro~ .1- Noh: N- uaeR a 1wTeR FABRIC ~
1/2"0 REBAR ' 1. fxcowte 3~ widl trortch behind ena'waJl that extends at least 2' below the proposed pipe invert. ~ 12" ,e DIP EMERGENCY DRAIN h 2 P/oCe rteeAle-pw?ehed non-rowxr yeotextlle !n the trench with sufficient
~ e TRASH RACK • • ~ • • ~ L ~ • ,I: ~ , ~ le~? to c+oNr entire bottom, alder and top of the drain with o minimum
(10' IUN.) y . ~ 12 ir?Gll?ee o/ aewlap. Plod X57 Madwed starts on the lnbric to levy of perforated PVC Pipe.
O • ~ • ~ e ti E MstaY perl~roted POC pipe and solid wall PVC ' e as shown 1n detail. Construct endwall
C~ OURRT'~RCAOII APRgI DATA etA01c • • t ~ y ~ " ' ' y ti'•. ~ ~ Cont+hue aarAent of 7 stone over PVC e~ o a minimum 2' obo h 4 ~ Pl >l5 PIP vet e 15 concrete pie. thvfap f>rter Iobric owr the top of the washed stone.
~ APRON A7 DATA D ~D 20 ~ 5 y 6. Bockfifl sot! owr eoNar dram and headwall in 4 to 6 inch thick loose fi/ts and cam act
~ N • • S RIPRAP d50 = 6" • • y y ' y ti e GROUT a SEAL each lift to 95X of Standard Proctor maximum dr densit with manual cam action OPENING a ui ment. Care should bs taken to avoid dams ym PVC outlet i es durin P
LITTORAL SHELF PLANT SCHEDULE d~ = s" 9P 99 PP 9 s bockfiNing.
t=13.5" • • • • y NAME SIZE $PAGNG GUAMTITY L = 9.5 FT. y.
O ARROW-HEAD SAGITTARIA LATIFOLIA VAR 2 YR. PEAT POT 3' O.C. 46 W = 11 FT. ( „ O PUBESCEUS, S. LONGIROSTRA) H = 18 D BA
I N'~ TR. BAR SCREEN .iOB NAMEr TRASH RACK
~ BULRUSH (SCIRPUS VALIDUS, S, ATROVIRENS, 2 YR. PEAT POT 3 O.C. 4d SEI -.I S. CYPERINUS) APRON A6 DATA AB SEE DETAIL
ABOVE
' LI AR 'S TAI A 2 YR. PEAT POT 3' O.C. 46~ _ • Z D L (S URURUS CERNUUS) RIPRAP d50 - 12
MAIDENCANE {PANICUM SPP.) 2 YR. PEAT POT 3 O.C. ~ I
t 27" ,`rrrrrrnnnnr~r/ PICKERELWEED (PONTEDERIA CORDATA) 2 YR. PEAT POT 3' O.C. 46 L = 20 FT. ~N CARQ~ r
N ~ ~ W = 22.5 FT. ~ 9 Added YI25, 26 dt27 Revised Storm rvrsed Storm Drainage
7 MARSH SEEDBOX (LUDWIGIA PALUSTRIS) ? YR. PEAT PST 3 ~ r. ~ r c+~ ~iY_ 3 0 /nn , , ,
H = 20° 0OF F/ rcevisea Koaowa uraaes, Kevlseo Lot Kevisea Lot uraaes, LOCATIONS atatesvnie iownsnip, ireaeu county, N(- , TPD , DEB
73 ARROR ARUM (PELTANDRA VIRGINICA) 2 YR. PEAT POT 3 O.C. X18 s Revisod Lot Lines, Added Detentio ~ S ided Detention Pond Deed Book 616, Page 738 DRAWN BY CHECKED BY
Q CATTAIL TYPHA LATIFOLIA 2 YR. T POT 11582 ( ) PEA 3 O.C ~ 2 7125100 Added YI24 & PD9 on Lot 10 Tax Parcel; Pin 47433 88 0834 )9 on tot 10 TPD SCALES 1 - 30
Added PD10 on Lot 6 on Lot 6 Engineering * Surveying ~ min9 OWNERS.
NOTE: PLANT SELECTION, SIZE AND QUANTITY MAY VARY BA~ ON CL f. 1 7/10/00 Added perennial stream note - Clement Properties. LLC DATE OF FIELD SURVEYS JANUARY 26, 2000
ACTUAL CONDITIONS, PLANT AVAILABILITY AND COST FACTORS. Deleted codes in Lot 3 stream note, TPD Post Office Box 1387 * MooreovVe, NC 28115 ss in Lot 3 -0100 # Fax 7 DATE OF MAP, MAY 19, 2000 744/~62 04/602-0101
ROOTS MAY BE SUBSTITUTED FOR POTS OR CONTAIWI. , 2s oc 9
PLANTING OF LITTORAL SPECIES SHOULD OCCUR IN SPRWG OR N0. DATE DESCRIPTION SUMMER UNLESS OTHERWISE APPROVED. )N BY JOB NUMBER SHEET NUMBER
M00116 5

VARFAIIE AS DSKCim !T 111E ENOIIEDt to a eNw ear r IR00Na Ool yl,x) SEEI oR wooD POST
Lw
PIL1~1 FNRIC
lrN~~ ~ up+a~ ~ owl aw awa n i 1 waa r1LTa FAeR1o d
nltN a+{ uae wnn~> + o Pl1BL1C STREET
~ ~ -EIOSTl10
w. ~ ~ ~ ' SECTION THROUGH TRAP AND. FILTER ' SOl STAIUSAl1ON FANtlC IINOEIt ~ wASI~ STOIE
e ~ 4 4 I Asaaw aaln r war ~r 9laPE
~ II
I i I J ~ ~ oMN es Rv a 3 L (1C Yr/.) a/ee I a e /e ~wASem S1arE WY 6[ IRED Ba-e ~ 1 ROLE i0 a eRUNa Rs Rv ~L1~Y 1. SN4E II~VE A 1 MW OF 6 t!t ~ WfM 1• STAT~f?MJ~q. tlh7l IUANDONM. i _ _ 2' MIN
f : ~ 2. wariN ruu FAaEC tE acts reEtE su FDICE b ro RtyvRl -COIPACIED DA~ER90N SFRY
f i w MwoN ~,~I J. FOR A r+apo a raE TNAR 7a aaTC. i f I ~ '/11A..~°'Hh'~i ~ 3. STEEL POSp aW1 ~ e'-Y W MWIR Alel K a 11E ~ a Cpy.' ` Pt wvxm elll[ a7P-fNE9M ANaE St8 TwR1 ~1t~
S' s'~i~t`~N- / \ y:d,~.ti~i~,A4;'~,f;,l.;"C 4. w000 P~Ies NY1 R e W T tRT N NipM Np 710 1 \ 2'
fib/ 'ae'rit%'~+',~ wlap NOT ~F n'~wK ~ wti sw~iEa 1~i/2• LoNO. _ ~-s~t11 oK xeoo Posr ' r2 rolot a. wASNm sIONE awl, eE usm to aArr sxtrt wNOI !LT FflICE ' . _ -
wr w ANION m oaaat ti UaD AOYC? Nf TO A CNNtEI, CREflc OR roND. rxTER FAt1RIC t~$'i m Iem a Dwlulrm wa 7 yRt, e. TARN 9lT FkTICE uP SLOPE AT ENDS. ~s \ >
7. wHEN FA1RtIC ti USED IRIH wEE LI®H e' CEHIERm PONS LNY BE USE t. A 5TABt1ffD EN1R L NATION OF BERM AND FILTER ~D,~~~ ~TM >ra t. A STABAIffO ENIRNICE PAD Oi p RNSFE4 S1oNE at RNL ROAD BALLAST SHALL EE I.OCAIED MHEAE OEPTII r0 BE OESIOIIEO
~ c ~ 2 FN.iFJI FAaY1C OR 116E~tlebE.AtJffS; 1. FLIER i4eeER5 aWl eE wSPECim BY THE fNNKO111Y A `,Y . TRAFFlC NLL ENTER OR LEAVE TF~ COIIfTRUCADN SI11E OIfTO A PUNk Sfl~EL !Y Qp11Ep! (1, IBS 2 FN.1Ett FA9AIC OR COMPACTED CRUSFEti IpN. S10NE MAY BE LpED AS A eAE FOR DE LONSIRUCTICN ENTRANCE. (SEE CwNEI TABIE BEtOw)
R?81OLEiBIE ?ARIY OR HS AAFNr eMIEDP7t2.Y Af1El1 Eldi J. THE DITRANCE StN PIIIILL Aiq AT LEIS! DM.Y OWNO NIDlONOED M1FN1, S. THE DITRANCE BALL IE WWTASED N A CONp11oN NiISUI NLL PRE1ENi TRACIOND OA FLOYMIG OF SEDRIENT ONTO PUAIC SiREE15 CR DOSiNa MWNNt: 1TYS AIAY REDLINE P6rONC TOP OIESSMU NTH AOd110NAi.
DRAINAGE DISTUR D STORAGE CF "N "~P"~ N~ sHV1 ~ NAx erWxlATar. lT~ONE .STRUCTURE N0, BE ( ) SPILLWAY BASIN DIMENSIONS 2 a+ouD nE FANSC oECwvosE OR aSOaE eEFTtctRT: AREA AC AREA AC REO'D PROVIDED DIM (FT) BOTTOM TOP TOP OF SEDIMENT a ~ us+xE ~ sv~tll ntl m ~ 4. ANY amMENT ail Sn71E A9 CCNDnWlRi WARRANT ANO RtPAR OR CLEANOUT Of ANY LI[ASINES IISm TO iRA/ SEOMENT. 4, ANY SEDSLENT iPE1fD, DROPPED, WASTED, OR 1RACJ<ED ONTO PI~IIC SiREE1S WSi ~ REMOVED IeED1ATELY.
AI~IAIR sKWr e' IleeNUN S. WEAI APPROPIOAn FAatlC awl OE REPIlD4D PROHILY. WAaeNO L4 RF01MI TRD 14.0 9.0 16,200 18,150 12 98x43 110x55 104x49 a smwENr otPOaTS aaILD eE RENOAiD AFiEIt EAIa1 crow EVENT aR stT AppppyFp S. IME/l APPRCPRTAIE, NTEIIS MUST sE CLEANED W RDW1E SFONatT PRIOR 1O ENiFRNO A PUeIA: 5TRFET. MIEN wANSNO L4 REQRRED, tT NUYRLL. ~ DONE N AN AREA STAiU2ED N1H CtRISIED STpE NSCN AWNS NTO AN
FtNa aKRAD K REnnAaD. THEY Yltlr t REYOHm wEll DtPDaR RLY#I AFPRDN. HALf TIE HOaR a nE eARRR7i Nn 9mnart nPaBlrs Aau?aa W e. 80L STABL1Ll110N APPROVED sEDRta+T eASrt as sm. Na Joata saE sneuzA»aN FAl11MC (AS sPECnm BY THE cesmloi) SHALL x ueED. TEMPORARY SILT DITCH
FIACE AFTEII itE SLT FENCE q REYOrm n1v1 x DIIESitO TD DoNFdw 7. CDOT YAY R[OUwE To tHE [xIs»a GRADE, PREPAlwD AMD storm. APPROVED DATE ACCESS THE OOit51 7. COOT YAY REOItNE A sTANO,uiO ca.ERau. DNVEwAY (S'iD. 10.34 ~ i0.3S) ro _ n DIVERSION BER ACCESS nIE ODN51RUC11oN SnE F nE OIpYEPAY a DN A TFICRDUOIIFARE. / M
Rock Dam
NTS TEMPORARY SILT FENCE STABILI STABILIZED CONSTRUCTION ENTRANCE
t
N whalm „aIE atNaw w>fs: ; ~ ~ " Trapezoidal ' ~ r " 1. CLASS Olt MmMll S¢E of RPMP AfO IENDM, wnril ANO oD?IN ~ APRpI
1. stoNEHT auu !iE IEYOND AND iMP RESTORED To Its aRxxlrl rAUErlsKws amEeta,~: PER ReRM APRDR DOA SLaCR S110RN 8El0ti. T 3. REFai TO 1NE oNARLDTTE MEORLErwEio STORM wuER oespN MWML rvR _
~ wEN 1tE amwLxr HA{ AaaRxlLArm To 1/2 THE DESroN oEPnl a TIE mAP. iiT FENCE 1 REY014D SmRIENT awl ~ 0[P091m M h aATA9E AREA AHD W SUCH t. AIIEA UNOEw EIIBYe01D1T SIVLI eE CLFARm, ORUMED. ANO flRIPPEO OF ANY K(ETA1xA1 AND ROOT MAT. A MNeER THAI IT NEl ReTw /PROM LESRIN srANDUOS. -
NOT t110DL 1NE POOL AREA SNA11 OE CIFARm. - s' 3. 111E SlmlCTUAE 9ULL EE e1~ECim AFRR EACH STOIRI EVf71T SY THE ~ ~i 1. THE FLL tN1ERw FUR AE l11B4teOIQ1I aWl E Pity aF RDOtS OR 01148 WOODY 1EGElA1pN b eHl f ~ MANCIALLY REa'ONBaE PARTY pl NIS A01M AND RtPAaS NAOE AS NECE59AAY. ' % / J. AIPRA? YIOUD EtltEilD LP eoDl EgEi aF tNE APRDN AND MlgeSl 11i EID OF THE P!E OR CWAS1Lf AY 1tE ORIGVNDE Oln1ET AT A IHRMNt 51APE Of ~ 27 ND A NaSMT NOT IESE 111YI TNi TMIO! 1N[ PPE DMIEIER qt
AS OIERBIiED 51014Ti. RDCRS, lNMi11eC WTERMI fN OTHt7l 0{IECIl01PBlF NAIERWI. 1N[ E164eO1ENT aIALL I J ~y BE CpPA41m Bf iRW4Aalei YRM EOINP11t11T w4YE BFx10 CON6wIUCtm. a+uWAYS aa1AD NOT ~ ~ 4. CONSIRLICtRiN OPERATIONS alAll iEi CAEtlED OUT IN suCN A 11AN14R iNhT ' aRVait Neon. d 4. niOE S1MLL ~ RO ahauEaM Nrotl TLE ENO aF 1TE APRON ro tllE
' i...._. _ 7 COISIRUC'IfD nNaloll Fu SFCIIOIIS A r y...... A EAOYON Af0 1MkR POLwAON AAE L0113D. SEDREIIf aP11 ~ RE7prED AND 1WM RESTORED ro RS ORRWI OBEtEl01Ri W14N 1HE SLDIIDR NtT AOCUWIIATED I t e. 7NE ~IIIENT TRAP awl ~ REYOIPD AND hIE NKA 9TAall2[D YA#N iFS \ ~ NReADt DF TlIE ROCFNIN6 C~Y1~ TIE ARFA TO SE PALED a RPRAPPED e y'~ sie11 ~ m TFNi M NIERr a 1K 1PRON BIYLL ~ AT tNE -7
1D ONE-Iwf TK OFSRIII OD1H OF THE 1RLP. Rk1014D OEDlEl1T awl E[ DEPOSITED W A aRUrIE AIEA N SUCH i DRAeIAa sASW NAS etLl PROPEIRY STAIRRm. 1„ A IINRIER TINT R wE1 NOT EROOE. ! e. 4117 FENCE wbTAW1KW SXALL 9E w ACCOIIDANCE WTN STB. N0. 70.Oe ' SWE av0[~ NTN T!E AEIFMx of tNE ROC~MD ppW~y~Ey, THE Z I , APRON ENALL NAVE A anaF oft rOE WAU AT tTE DOAMSIIwA/1 6S1, b d
4. 1HE IIiW awl eE ICPECIED /F1TA EA1lL RAN wD AEWNS 1NDE AS NECESSARY. i e. OPtitlTlON aW1 E CAPoIED. OUT N PUC11 A YNYER MAT EROSgN AND RAlil1 P'OIl1rIgN L4 IeleleiED. ST~~ '~'1 II P~ a "'E MOM aF THE aF THE APRDN sNUL s roue rD THE LROIOM X -S8Ct1011 area((A = bd Zd RRITII of n# RECaW1D GYfRe1. MApMW rAPER N RFfEMNO CNVRei xi i )
A All GlT AND FILL SLOPES awl IE 2:1 OR fUTER i t ~ a ALL xsavDE wR snLUauRE To aE COINACIED ro ass aft aiunx tOp width (T) = b + 2dz S 7. THE NACSLC a nu, erNER L,009E oft OOIIPACIED H ttE RECTAlND 2
7. f SEDSLNT DL4W E W USE 7D 01YS OR LDNODI, E11aVefIEFFIS e110111D BE SEEDED OR Oa4R11YE PROPERLY 5TABIIIZED. e. 9t0AA9E ME1 6 apWN Af RECTAFeIUM TOR LIUSIRAINE PURPpa9 ONLY AND INY IE CONfRE1Clm N ANf aw~E (10 L avNNn tNAU Not eE ALIDNEO.
PRR10® TIIE Iwwu s1DIa0[ VOt1111E pipIRA01[11T 6 r[r. iH[ MeN slaw ALSO eE ORlatlm Sual nlAr 1H[ FlLrtR AND tHE MAN FLOW a wAt[R AIe7EmeeTM AIE ON aPDa1E ENDS ON 111E LaNtER aierl DRDI91ore;. CATCH eASw (1d MM.) 6 NO eiRD ~ aMAts N THE NoRaaIGV, AuoNgrt of rNE wRON MLL CHANNEL DATA BLOCK
N 9. REOl11ED CtO1l4CE E Ie00 CLIIIC FtEi.OF S10RAOE VOURIE PEII DEIIUOm /CPE AECOtelQgm SIDItyE 6 1e00 CUBIC i1iET Of STOMOE PER ACRE OF DAARwR: AREA "AT'E0'~ °"1pE CHANNEL
10. 7HE IENOM Of THE STONE OURET lSPLLYMY) E 1O ~ BA9m ON A 10 YEM SIOm1. 1 ~ -SLT fEhCE TEMPORARY DESIGNATION b d T Z LINER MTL.
~I ~ ~ I f i. mNNE1Qt TOtOCRAPITY ALLOIYS, THE SASW lftgDl aquD ~ 1SICE. (tlq AIE tTASw woM TO AILOw i0R SETRING. BVFtES N aauD EE PRatiED w tNE BARN wNUt nlE IEIarN a IBE Mw TRICE THE wlmll
11. tIEANOIIT STAKE9 SFWI BE PIACm W AIL SmeENT SASeE AT ItE 1011 POWT N 111E E11a1L THE AANES awL IE MVwm 1~.AN ~ N WA91FD SIDE ' - alDwRq TIE IwF tau, IXEVgUT F'OIIR, OF TIE swl. ~ e• IeN. - P01 3' 1.5' 15' 4 RIPRAP (d50=12° APRON PIPE esD RtPNAP
I7. SAFETY FENfYHC 3' HKiH StIOUID BE PLACED AROINq 111 SEOMIR triR16. 12' NIN. 14. FORDESKW OF PoSFR TYPE 9tDINEFIT BAW6, REfEA 70 iM[ NORTH ChgOllN ODNRIEiR 0/ aIYtWIMIQII,+R, ~I, WAa4D oE:tcNAnoN DIAMETEN SiONE SIZE ~ w ~ N , PD2, P04, TD11, PD9, PD10 2' 2.0' 14 3 STRAW W/ NET
HEALTH. ANO NhAIAAL REaxMCES, AND AMIYG Ale) OFSNI 7-4 K FAEPoC SKWT ~ AT 7O' e• ttY sD.s to t3• , 4'+011Y1~ PD3, PD5 3' 1,5 12' 3 NOT REQUIRED iYFR a PlUS'R FANdC A2,AJ,A4,A!! 1S• 1' 10' 11.?b 3.b 12'
W eAa N 5101E NOTE: ~ N.2 J uml ai RLTER FABmC SECTION 9-B
GENERAL NOTES-SEDIMENT BASINS ~ ' Ae, A~ _ 3+• te' Ta' z+' 2+• P06, TD5, TD6 1' 1.0' 7' 3 NOT REQUIRED PD7 3' 2' 3 STRAW W NET
9 / PD8 6' 1.5' 18' 4 OUT D „
RI RA (d50=12 TD1, TD2, TD3, TD7, TDB, TD9 1' 1.0' 7' 3 SYNTHETIC MAT
SILT FENCE RIPRAP APRON TD4 1' 1.0' 7' 3 STRAW W/ NET
STORM INLET SEDIMENT TRAP AT PIPE OUTLEi'S TD1O 2' 1.0' 10' 4 SYNTHETIC MAT
SYNTHETIC MA MPORARY CHANN T TE EL EQUIVALENT TO NORTH
AMERICAN M P 300.
LENGTH As aECESSARY To co THRU DtfE ~ RIP RM t WASHED staNE _ SEEDIN SEEDING MIXTURE RA ti TE (Ib/acre) CRO~ ~~sl~~~IGIR' ~ E~~~~~J~
FILTER BERM sEDUAENT Ra I r ~"'-I ra T ~ t.b' $A ToN Fescue 8O '
FLDUBtE PIPE H•O~t t 2' . Y... trr ~ KC Serloea !spade:o 2d Kobe lettpedesa 10
a • . . • ,100 CIT. fr A,L>1E
' / > ~ L'""' SEEDIN lff DOWN AT EJ1D _ ~,jl . i~i ti' I SEEDING NOTES
. ~~i ~;Al~ A/i 1 ',37~ ~ Alter Aug. f5 use unscarifled serkea seal
41 ~ l 1 1. IISE FOR DRNWIGE AREAS ` 1`! i I t ~DNiIEIER (D) ll,)( NOT ExCEE~IG 5 (hTY~ ACRES. ~ it I Iii~ll I' ;~Ilr ~I~f~'~i~il~~ 0l? Mhen perrodic mowing is planned or a neat appeoraYta is al~itnl omit sarkea and increase Kobe lespedesa to 10 b/aa~.
• ,1 ' i ' "lf).'•'' 2. FiV21H BEAM SHAM BE SUBIUZED W/ SEEINNC .kT°~'31 f,~C lG To extend spniny eeed,3ry dote hto dxre~ add i5 ~/aw AuNad 8~mudograss. FlowVer, offer mW-Apr, !t !s pralbrabfa to seed
II ~±,;;;I ACCORDING TO SEEDNC SPECIf1GT10NS 8a - ~ I! ' o~ND Tn EDGE of ~ ~ ~ ilr',I,~I CIIDN I~IION o~aru Fa+ ter - ~ aslueawcE r.;,, snnr~r temporary cover.
ANES• r,.,, . ,?tli/' ~ .
f"' ti` NURSE ~ AT LESS THAN 1% SLOPE PROFILE RW-RAP APRDN ~ il;j~ ' EARTH oNfE / BB NURSE PLANTS SEEDING AiIXTURE RATE (Ib/acre) Between May 1 and Aug. 15, add 10 Ib/acre German millet or 100 (4-5/1,000ft')
s' MN. 15 Ib/acre Sudangrass. Prior to May 1 or after Aug. 15 add TaN
' ~ 40 ' r ,r 1.5' 40 Ib/acre ry,s (grain). NURSE PLANTS
1' THE TOP Of 1HE EARTH DN(E DOER THE NLET PIP AND 7HGSE ~ ~ lIIiIM1 axES CARRYING WATER TO THE PIPE SHAH BE ATELEAST 1 F00T oR~RaeE ~ ~ uNaRi ~ I i\ SEEDIN SEEDING DATES t3etwMt May f and Aug. I5, add 10 /b/acre Sudangrass or Best Possible 10 Ib/are Carman m>bat. Prior to May 1 or after Aug. 15 add
HROiER AT ALL POEITS THW 1HE TOP OF hIE NIET PIPE. `-21 SIDE a.OPE WX TACT (rt) ~ Fol. 2. 1HE PIPE Slwi BE FLExIeLF wrTH WATER iKRiT CpM1ECTk1G I I,e ~ EMERGENCY Fall: Aug. 25 -Sept. 15 Aug. 20 -Oct. 25 40 !e/acn r}iP (yroh).
awns. FIExIBLE PwE SIioIRD BE SUNED oN EfTFR:Tt SE)E. ALL SLOPE DRAINS ; lc n FlLTEA FABRIC LOI 3. A RIP RAP APRON SHALL 8E PRO+ADED AT THE OITRFT, W TO BE 15 DIAMETER a BELDw Late VWn ter Feb. 15 -Mar. 21 Feb. t -Apr. f5 SEEDING DATES
EMPIYNC INTO A DISTU~FD AIE'A s I3A '-1:1 SIDE WX SETREO TOP 4. THE SOL MDUNO AND INWER THE NIET PIPE AND ENTRANCE I ~ ~ FOG Fall is best for tall fescue and Tote winter for lespedezos. Best August ?5 -October
SECAOH SFU11 BE HAND iAA1PED IN 4' LIFTS TO 1HE TOP OF 0NIa/SpNS 9M)RN ARE ItIMAAI J' MN. ~ THE EARTH DwE. Olrerseeding of Kobe lespedezo over fall-seeded toll /escue is Poseibk FetAVary -April 15 very eNective.
5. FOLLOW-1~ INSPECTION AND ANY NEEDED MANITEHANCE SIlAl1 BE PERFORMED AFTER EACH STORM EfY Tiff FRUNCNILY RESPONSIBLE Avak seeaitg from Nov. to Jan. !f sesdrng must be dons at this
Pte' ~ ~ SEDIMENT TRAP DATA BLOCK SOIL AI SOIL AMENDMENTS timsl add ~0fb/acre rye groin and use o channel Nning that offers maxhNmt protection.
FLEXIBLE PIPE SLOP o s~ ATI DRAINAGE WEIR DIMENSIONS TOP OF CLEANOUT 80TTOM qPf E DRAiN N ON AREA LENGTH TRAP ELEV. ELEV. TRAP V. 4,0 Apply lima and fertilizer according to soil tests, or apply 4,000 16/acre ground agricultural limestone and 1,000Ib/acre SOIL AMENDMENTS
ELE 10- - 15'x175'x3' + + + 10-f0-10 fertilizer. Apply lima and isrtNizer according to sop tests, or apply
STi 3.5 AC 10' 844.0_ MSL 841.5 _MSL 840.0_ MSL MULCH MULCH 4,000 Jb/aere ground ogriculturd limestone and 1,000 ID/acre
ST2 3 AC 8' T5'x168'x3' 642.0!' MSL 839.5± MSL 838.0± MSL qPE 10-f0-10 fatrrizer. Operate tgloge equlpmerrt across the waterway. Apply 4,000 Ib/acre grain straw or equivalent cover of another
_ - _ or 5TJ 3.5 AC 10' 35'x60'x3.5' 888.5± MSL 685.7± MSL 884.0± MSL suit suitable mulch. Anchor straw by tacking with asphalt, netting, MULCH
EROSION CONTROL PLAN OPTIONS FOR ONE/TWO FAMILY HOMES sra 4.5 A 847.0+M + + wit! C 12' .150 x23'x3' _ SL 848.5_ MSL 850.0_ MSL or roving or by crimping with a mulch anchoring tool. A disc Use ~irts, excelsior matting, ar other effectiro channel lining with blades set nearly straight can by used as o mulch metered to toter the bottom of chonnsfa and ditd~ss, and staple
OnC INSTRUCTIQNS~ IDENTIFY ONE OR ANY Op1181NAT/CW OF LETTERS FOR THE SCHFMAAC THAT BEST STS 3.6 AC 12' T 50'x20'x3' 846.0± MSL 847.5± MSL 849.0± MSL anchoring toot. securely. The lMMg should extend oboes the highest calculated depth of flow. On chonnd side slopes above this het t, and in drainages
OESCRlBES THE EROSION CONTROL MEASURES MAT IMlL BF USED DURING CONSTRUCTION. M,Qf NTEI MAINTENANCE not requiring tampororylinings, apply 4,000 Ib acre groin straw
Refi and anchor straw Dy stapling netting owsr the top. Refertilize in the second ytsor unless growth is fatly adequate. May be mowed once or twice a year, but mowing is not necessary. Match old onchorin materi I
~u--ir S7ITFENCE ~ MDy INSPECT TOIPORART SEDIMENT TRAPS AFTER EACM PERKx) OF SlGteflCAM RANUTALL REMOVE SEDIMENT AND RESTORE TRAP TO NS CtOGINAI Res ORAENSKxiS WHEN THE SEDIMENT HAS ACCUMUUTED TO ONE-rWf THE DESNiN DEPTH !)F 1HE TRAP. PUCE 1NE SEDIMENT THAi ff REMWED N Reseed, fertilize, and mulch damaged areas immediately. os must not be allowed to wash 9
A DESIGWlTT:O DDiPOSAL AREA MO REPINE THE CONTANPL41E0 PMT ~ T!E ONAYFI FACND. Ref! CLWSTRUCRON ENTRANCE down slopes where they con clog drainage devices. ~u~~Enriq Reference: Table 6.11 i from NC Erosion and Sediment Control ,A,~'~4 ~ARQ'~A,I,
CHECK THE STRUCTURE FOR DAAUa:E FROLI EROSION OR PIPWG. PERN)DICJIIY CHECK 7Hf DEPTH ~ THE SPILLWAY TO ENSUIR; R 6 A MINRIUM DVRECAON OF fLOW CRADE. ANY RIP RAP LDISPIACED FROM ~ ElA91NKNENi. WMEDNIELY FlLL ANY SETTLEMENT OF THE EMBANKMENT TO SIIClTILY A80VE DESNRi Plannin and Oesi n Manual, 1988. Q~~~.••••.. 9 9 0,••' '•;Nq MAINTENANCE
THE ~'ILlWAY MUST BE REPIACEO NBEpMTElY. BARRICADE (SUCH AS SILTFFNCE, TREE PROTFC110N BARRIER ETC.) SLMRU2E ~ ENawKMENT NL DISTURBED AREAS ABOVE THE SEDNAENi POOL AND DONWSTREAM FROM THE TRAP IMA4'DNTELY AFTER ! Q~ inspect and repair mulch /requently. Rdertpire Ji tote winter of
CONSTRUCTION WITH SEEDING. 9 . the JdJowhig year, use so~7 tests or apply 150 Ib acre 10-10-t0.
A. FLOW TO MF REAR B. FLOW TO lHE fRONT CROW TO THE LEfT D. FLOW TO THE RIGHT E. ROW TO THE FRONT k REAR GRAVEL AND RIP RAP FILTER BASIN S ~ ~ = Mow requlorfy to a height of 1-4 inches. SEEDING SPECIFlCATION /
1 582 _ T ~ t = Refer to Appendix 8.02 fa Dotanico! names. S •
Row RDW ••~N D . ,CI NE,,. ~ 9 ~
ROW ROW FLOW N GRASS-LINED DITCH SEEDING SPEGFlCATIONS f gR
HOUSE HOUSE HOUSE HGUSF HOUSE
919 00 OC1 0 52000
fLOW
Row Raw Row Row JOB NAME
-~-~1 - - ~ 4 7 25/00 Added PD9, PD10
TPD
Added TD11, Inlet Protection, Temp. Culverts Culverts T
3 Silt Fencing Along Channel, Stream Notes, Note 9. 'es, Note 9.
7/10/00 Changes Per NCDENR Letters Dated 6/8/00 & 7/3/D 'oo & 7/3/00. TPD
LOCATION z)iacesvnie iownsnip, Iredell County, NC
Deleted Sediment Basin, Added TD8,9 & 10 Deed Book 616, Page 738 DRAWN BY' TPD CHECKED BY' DEB D8,9 & 10
2 6127100 Rock Dam, ST4 & ST5 Tax Parcel: Pin 47433 88 0834 TPD SCALES 1'= 100
Engineering * Surveying ~ Planning OWNERS;
1 5131100 Revisions per p NCDENR 'R TPD Post Office Box 1387 * Mooresville NC Clement Properties. LLC DATE OF FIELD SURVEY. 28115
NO. DA TE DESCRIPTION BY 704/662-0100 * Fax [phone] DATE OF MAPS
JOB NUMBER SHEET NUMBER
M00116 b
rL

- ~ . _ _ _
ANTI-VORTEX PLATE
~ ~ REMOVABLE TRASH RACK IS OPTIONAL FOR EASE IN MAINTENANCE.
/ _ ""~--TRASH RACK
X81 Ve t i ve lUJ
F i I te'r ~ ~ ` _
~ SEEDING SPECIFICA SPECIFICATIONS ~ TOP of DAM e5s.o
~ J 1r
8~ ~ ~~~~p SEEDING MIXTURE T: $5~:0 - ATE Ib acre " R ( ~ ~ 142 L.F. 24 DIA. CP 0 3.5X
; / Tall Fescue 80 SPILLWAY CREST 857.0 A -ANTI-VORTEX i ~ - 20 3 I ~ I f .
' _r sericea Lespedezo j / PLATE 1 1, ~ 10 ~ 3
~ Kobe Lespedezo i ~ { TRASH RACK - .fl ' I , t
~ / RISER !'i~ ~ ~ O-
SEEDING NOTES CREST 856.0 1 I~
~ T Alter Aug. 15 use unscorified sericea s~ f' seed. I = red sericea r?A l ~ !
~ Where periodic mowing is planned or a Manned or a neat appearance is desired, Y Lit ..oral Shel(__..,. f Kobe les edezo to 40 Ib/acre. 6"0 DIP 2 YEAR .,_'t ~ - ~ i ~ _
~'J ~ omit sericea and increase Kobe lespede. ~ / To extend spring seeding dotes into Jw p H ORIFICE 851.0 dotes into June, odd 15 !b/acre hulled • I • l ~ 6 1
Bermudograss. However, offer mrd-Apr after mid-Apr. it is preferable to seed _ ~ . ~ i ;
~1 v r. (1 ~ femporory co e Z 3' x 3' REINF. - 1; !~j. Controls Endwall CONC. RISER
~ O o ~ ~ aina e Collar Drain FES 844.16
. ~ ' ~ ~ NURSE PLANTS ~ T (See Details) Trash RaclS.'
~ ~ Between Ma 1 and Au . 15, add 10 Ib, . e en ~ Y 9 as ~ ~ I ~ v 15, add 10 Ib/acre German millet or
n ross. Prior t o Ma 1 ~ / 15 lb~ocre Suda g y 'rior to Ma 1 or after Au . 15 add ! - _ _ y 9 - _ 168 L.F. 24" DIA. RCP 0 0.5X A~
/ 40 lb/acre ry>° (gram). l a~ Im. 845.0 Z'`-Drain e . ~ . , . V • M 1
/ I,, N / ~ / 1 I~ y SEEDING DATES Best Possible ' '
n v. , , . 1 / , ~ i Sept. 15 Aug, 20 -Oct, 25 CONC. ANCHOR
. ~ ~ 4) Fall; Aug. 25 -Sept. 15 ~ n v. u . ( / . 1 ~I Late Winter: feb. 15 -Mar 2 far. 21 Feb. 1 -Apr. 15 _
S
Fall rs best for tall fescue and late .win / , and late .winter for lespedezas. _ _
1 ~ Overseeding of Kobe lespedeza over fall ~ deza over fa!!-seeded toll /escue is RISER BARREL BARREL D S Y H Z
ver effective. _...r--- ~ / y DIk1ENSIONS DIAMETER SLOPE
I ; ~ SOIL AMENDMENTS 3'x3' 24" 0.5x 2' 5'-0" i5.0' 12.0' 11.0' ccording to soil tests, or apply Inside Dia)
/ ! _ ~ Apply lime and fertilizer according to s ~ - 4 000 16 acre round a riculturol limes stone and 1 ODO Ib acre - - - _ - ~culturollrme /
9 9 ~ 10-10- i0 (ertilizer.
OUTLET 5 ZUCTURE DETAIL
MULCH o
A I 4 ODO Ib acre rain straw or equ y y y PPY ~ ~ 9 straw or uivalent cover of another cEOrrxrnE eq traw by tacking with asphalt, netting, 1'"eAn I •
suitable mulch. Anchor straw by tackir I _ .0 , v. 8 ~ b crim in with o mulch S or ro vrn or with o mulch anchoring tool. A disc
y ? AL Y P 9 R g y; ~ y y ITT L 10 I 3 x with blades set nearly strarght can by ai ht can b used os a mulch 9 Y
~ anchoring tool. wwor Asp wASHLn sra~
y ran Pie -I - ' A, ~ { h _ fN ifR fABR1C W,MNC ~ Gd.. G'' !5 DI
P MAINTENANCE ht ~ (WRAR 14QN) gar unless growth rs fully a q ~+,v ~ ,
Refertilize in the second year unless gr May be mowed once or twrce o year, b /s~ xusrrtn sravE N. I" A DU 80 - ~ vice o year, but mowing is not necessary. couAR ~r {
L ~ / Reseed, /ertilize, and mulch damaged o I~ P1~C PIP T reOS immediotel . WELDED T>~ J~OVN OR ;h damaged o y
J L1J cavcRErF xwcwAU- k* ' ,+,~t . ; t . APPRO~D OUTV IVT. n , PfPE All HA7~ RONS t,..S ~ ~ OF 1 I-IN d . HDLES
t ~ ~ Reference: Table 6.11 1 from NC Erosioi om NC Erosion and Sediment Control SPA D 4'~APARi Al G ' + ' . ~ t ' + ~ t~r J' yK SOLID 4"i SCHEDULE 80 PVC PIPE
I 1 Plannrn and Desr n Monuo, ~ ~ 9 9 )esign Monuol, J988. ~ ~L Al WSCHARGED BY GRAyTY ROW $pAG G OF SHALL THOUGH CONGYtE/E HEADWALL
l ~ r r BE S~MAX.
J 9
o om v; Q MIN. 4" DIA. SCI~'WLf ED ~ 50110 4 / SptEDI/LE d0 PYC P~f PVC PiPf wlH SaYEHT DISCHARGED 8Y GRANTY fL01Y
' / xELDED rrPE.lanrrS oR THOUGH E~nwAU. PfPE SHALL ~ our
AY • 1. SEDIMENT TO BE REMOVED WHEN 50% OF FOREB OR AY VOLUME AND OR WHEN 207 OF Eaun~aEHr ,Ruses wrH nrti IJVDWALL • AIiONDE OFF EB / At - A19E SiMALt HAK Z Rows IeRE rvESTi VAIM~1' auMo ~D. ~ Maps ~xEr t?JD. a ;
' ~ ~ ~ ' VOLUME IS FILLED. THE PERMMlENT-POOL . ~ WED TO GR( ROW ON THE EMBANKMENT, GI` Iii-+r~rxt a ~>R - ~ E- )WED TOG SPACED ~ APART Acarc
/ ~ 2. NO WOODY VEf~TATIbN SHALL BE ALLO CHES IN HEIGHT UNLESS a• .N IT EXCEEDS 18 IN w - -
! 3. OTHER VEGETATION SHALL BE CUT WHEN IT EXCEEC . _ , • i ~ ~ ~ J PART OF PLANNED LANQ&CAP~+If>ti f' i J , ~~'r~~
I j ~ J ~ • . ~ ~ ~ R MOVED FROM BLOCKING INLET 4. DEBRIS SHALL BE E TURFS ~iD I CKIN6 INLET AND OUTLET STRUC . r'
i ` . C II"Y18 AREAS of POTENTIAL CLOGGING,
~ ~ E KEPT STRUCTURALLY SOUP 5. THE CONTROL SHALL B ORALLY SOUND, FREE FROM EROSION, AND
' or ' FUNCTIONING AS DESIGNED. / ~
• 6. PERIODIC REMOVAL OF DEAD VEGETATION SHALL BE )IV SHALL BE ACCOMPLISHED. - ~ 1 rf I'' -'I ~ ~ i I7 a
N IS RE UIRED REPORTS TO 7, AN ANNUAL INSPECTIO Q , / ~ . K PT BY OWNER. REPORTS TO BE E ~ = AFTER EVERY MAJOR STORM.
y ~ y y 8. THE SITE SHOULD BE INSPECTED AND DEBRIS REMC / ~ AND MAINTENANCE PLAN FC DEBRIS REMOVED UIREMENTS. AL RE LAN FOR ADDITION Q NCE P
9. REFER TO OPERATIONS SPECIFICATIONS NOV 8 TECHNICAL a,: ,
% / LL PLACEMENT. , . 1, SUBGRADE FOR DAM T0. OFROLLED PRIOR TO EARTH FI `-e~pro
~ ~ r-- i:~ AND REPLACED WITH ` ;'~e;~„ S.,t,~< ANY SOFT OR PUMPI~ ARE TO BE UNDERCUT FrLr~R FAeRic uN~ ~"T~:~~
t. CLASS OR MEDIAN SIZE OF RIPRAP, LENGTH, WIDT AND DEPTH OF APRONS LENGTH, WIDTH COMPACTED EARTH r . (AIIRAFl 140N)
_ E OUTLET PROTECTION APRON DATA BLOCK 1 / PER TH DATA BLOCK BELOW. 2. COMPACTED EARTH FI'.~ TO HAVE DRY UNIT WEIGHT OF AT LEAST 90 PCF.
E COMPACTED TO MINIMUM OF 95% OF STD. PROCTOR /'S7 WASHED STONE THE END ALL EARTH FI,G.I.,.. ~ B 9 •
862 - 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE DES OF THE APRON AND AROUND " Y NSITY. ~ ' AXIMUM SLOPE OF ~v+h,~IM~m ~R DE _ SCHARGE OUTLET AT A M
J 864 OF THE PIPE OR CULVERT AT THE DISCHARGE OU ^ ^ 66 2:1 AND A HEIGHT NOT LESS THAN TWO THIRD - 3. EXCAVATED SIDE SLOPES TO BE STABILIZED WITH GRASS COVER IN ACCORDANCE CONCRETE fNDWALL (WING WALLS NOT SHOWN) WO THIRDS THE PIPE DIAMETER OR NTROL PLAN.
/ ~6 870 _ _ _ CULVERT HEIGHT. WITH SEEDING SPECIFICATIONS FROM EROSION ~C SEDIMENT CO 2' MiN.
/ 87 K AND STABILIZED WITH GRASS 4. FINAL DAM EMBANKMENT SLOPES TO BE TRAC ED M THE END OF THE APRON JO THE pE IFICATIONS FROM EROSION & SEDIMENT
1 3. THERE SHALL BE NO OVERFLOW FROM THE END / SURFACE OF THE RECEIVING CHANNEL. THE AREA RIPRAPPED COVER IN ACCORDANCE WITH SEEDING S C THE AREA TO BE PAVED OR
/ ~ - 876 SHALL BE UNDERCUT SO THAT THE INVERT OF TM T CONTROL PLAN. ~ r.. NVERT OF THE APRON SHALL BE AT HE ppWW ~ t5" CONC ETE PIPE 011~~C AON i ~
~ 878 80 FACE OF THE ~ - 8 SAME GRADE (FLUSH) WITH THE SUR FACE OF THE RECEIVING CHANNEL. THE .SHOP DRAWINGS FOR ALL APPURTENANCES (i.E., GATE VALVE, HANDWHEEL, ETC.) ~ 5
~ APRON SHALL NAVE A CUTOFF OR TOE WALL AT )E WALL AT THE DOWNSTREAM END, SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. ) ION INPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH
IDTH OF THE END OF THE APRON SHALL B~ 4. THE W 6. POST CONSTRUCT +ON SHALL BE EQUAL TO THE BOTTOM INTENANCE PLAN. T- ' OPERATIONS AND MA ; ' . y-'
a WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAP APER TO RECEIVING CHANNEL 5:1 2' Ax. MAXIMUM T

( S. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTS III TED TO 95% OR GREATER. soup 4"0 SCHEDULE 80 PVC PIPE 3E COMPAC ~ S r._ DISCHARGED 8Y GRAVITY FLOW
;r. ~ r I G BEYOND PROPOSED SLOPE OR COMPACTED IN THE RECEIV N
` w 6. THE PLACING OF FILL, EITHER LOOSE OR COMPAC . y , ~ , ~ rurursAl. cltAOE ~ CHANNEL SHALL NOT BE ALLOWED. ~1 L
, r ~ ~ ~P CURVES IN THE HORIZONTAL ALIGN E e" l~
1 ~ ; , ~ ~ 7, NO BENDS OR ZONTAL ALIGNMENT OF THE APRON WILL 4
N - ~ ~ BE PERMITTED. - ~ _ ~ r _ . ,
l } ~ ~ ~ ~ ~ 2"x2"x1 4" 2 0 I-- - ~ ~ y Collor Drain . 0 t2" GV ionctructla^. Notes
y ~ : lc ANGLE TYP ~ ~ ) Ir It- ~ w
W ; 11~ ~ ~ 4' ~S YfASFiED STONE 1. Excovnte J' wide trench behind endwol! that extends of least 2' below the proposed pipe invert. ~ ~ ~ 12" I DIP EMERGENCY DRAIN p, plots nssdre-punched non-wolron geotextile kl the trench with su/ficient
1IJ ~ `--uv>:rt of rxrER r~llc 1 2"0 REBAR P~I ~ Norf. AlI1WaU1?1 N=2/3 ~ ti • • length to co?ror entire bottom, sides and top o/ the drain with o minimum
PIPE DW.IETEk TRASH RACK ~ ~ e • • ~ Ste- - • q l2 aches of overlap, 3. Place ~'S7 washed stone on the lobric to level of perforated PVC Pipe.
L ti + ed PVC ' e and saJid wall PVC a os shown !n detar7. Construct endwolJ y y' ti ~ 4. Mstall perforat P~ PIP the
~ • ~ y " ti 5. Continue placement of /57 stone over PVC pipe to a mrnlmum 2 above ; ~ ~ ~ t5" concrete pipe. Overtop triter fabric over the top of the washed stone.
~ OU1lET PROtEC110N MRON DA1A BIACK • ' o 6. Back/!ll soil over collar drain and headwall in 4 to ti inch thick loose lifts and compact
RON p 1D 2D ~ ti h RIPRAP AP TA 2 y ~ APRON A7 DA - • • • 5 GRWT ~ SEAL each lift to 95X of Standard Proctor maximum dry density wrth manual compaction
O N18 » • I - ~ ~ • 5 y OPENING equipment. Care should be taken to ovoid damaging PVC outlet pipes during - - bockfrlling.
RIPRAP d50 = 6 ~ . O ' ~ • ti
r+ AL SHELF PLANT SCHEDULE dmox = 9 ti LI TTOR t - 13, 5" • • s
SIZE SPACING QUANTITY L = 9.5 FT. ~ NAME
O - EAD SAGITTARIA LATiFOLIA VAR 2 YR. PEAT POT 3' O.C. 46 W = 11»FT. 1 B ARROW H ( H - 18 -D BAR SCREEN . JAB NAMEr
O PUBESCEUS, S, LONGIROSTRA} 2 ¶ NTS S TRASH RACK
I O BULRUSH (SCIRPUS VALIDUS, S. ATROVIRENS, 2 YR. PEAT POT 3' O.C. 46 A SEE DETAIL ABOVE
(Y) S. CYPERINUS) APRON A6 DATA
I ~ 2 YR. PEAT POT 3' O.C. 46 RIPRAP d50 = 12" ed Riser And Pi e
LIZARDS TAIL (SAURURUS CERNUUS) » Added JB~28, Changed Rrser An O - dmm~ = 18 4 10/30/00 9 P 1PD
2 YR. PEAT POT 3 O.C. 46 Locatwn. MAIDENCANE PANICUM SPP. t = 27 iygf~N+~~~+++4 ( ) ~~ti
...-.r.,.a -a nn ~c I _ 'I(1 FT d~At~CARO~/~./~h. n--__~ ri___, rl n-mot......., 11 1..1 ~~..t11~ nL. Irn.~all r'nnnly I11f r.rn
PICKERELWEED (PUNItUEKIA (;UKUAiA) Z YK. rtA1 rui o uU Yo D~?Z~$Sf''"7. Added VZO, -/V dCZ1 Keviseu awrn' ceviseu muff" Vl unluyc awlCSYlna I VAnarll , II GVGII
W = 22.5 FT. 3 9127100 Revised Roadwa Grades, Revised L 0~ r MARSH SEEDBOX (LUDWIGIA PALUSTRIS) 2 YR. PEAT POT 3 0. C. 46 H = 20 , r - a ,-s, Revised vvu . , Lot Grades TPD LOCATION, Deed Book 616, Page 738 DRAWN By, TPD CHECK %dded Detention Pond Tax Parcel: Pin 47433 88 0834
A SCALES 1'= 30'
~ ARROR ARUM (PELTANDRA VIRGINICA) 2 YR. PEAT POT 3 0.~,, 46 Revised Lot fines, Added Decent 'D9 on Lot 10 TPD
Q CATTAIL (TYPNA LATIFOLIA) 2 YR. PEAT POT 3 O.C. 46 11582 2 7125100 Added YI24 do PD9 on Lot 1 f, Added PD10 on Lot 6 Engineering * Surveying * Planning OWNERS i on Lot s DATE OF FIELD SURVEYS JANUARY 26, 2000 it stream note, TPD Clement Properties. LLC
N E~~ 1 17110100 Added perennial stream no Post Office Box 1387 * Mooresville, NC 28115 MAY 19, 2000
a, E. BR P NOTE: PLANT SELECTION, SIZE AND QUANTITY MAY VARY BASED ON Deleted grades In Lot 3 des to Lot 3 704/662-0100 * Fox 704/662-0101 DATE OF MAP,
Io 3, 1,D ROOTS ACTUAL MAY BE CONDITIONS, SUBSTITUTED FOR POTS OR CONTAINERS. 0T-4 PLANTING OF LITTORAL SPECIES SHOULD OCCUR IN NUMBER SHEET NUMBER JOB
, PLANT AVAILABILITY AND COST FACTORS. 9 SPRING OR N0. DATE DESCRIPTION rtpN BY M00116 5
SUMMER UNLESS OTHERWISE APPROVED.