20030808 Ver 1_Site Plan_20030701

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TROL PRACTICES GENERAL CONSTRUCTION AND EROSION GON
A A5 AR DE51 NA D TRQUT WATERS G TI IN - ESTAgL15HMENT oP COVER
I. LAND CLEARING
The followin re uirements shall be employed, in addition to standard 9 q re uirements, when land disturbing activities or erosion control structures occur coon shall have an Initial land clearin operations will be handled as logging
50' MIN. q ' in fift feet 50' of classified trout waters or any tributary to classified with y ~ ) rot ve etation shall be All areas disturbed dur(ng constru 9 f ad ver established within 15 working days or o erations in those areas prcposed or ro
G"MIN. s sNOULDER s MINIMUM trout waters. Additionally, an undisturbed buffer of natu g acceptable co letion p whichever is less, of the comp construction. Suitable timber is harvested and understory 60 calendar days, dons.
Intained a distance of twenty-five feet (25') in width from the edge of the rar or final rading opera ve etation is cleared by hand and burned. Initial clearing of tempo y 9 g
"I, r ~ .I;II ~-i~. SLOPE ank. Disturbance within the buffer area requires a permit from DENER. ~`~-s"•r~-.I~tE?I~+~ ° Foor stream b EXISTING does not extend within a 25 foot buffer along perennial
PROFILE GROUm Pi e outlet structures shall be extended to o length equal to 1.5 times e 1. p Cover shalli may include: streams.
I ten h for the size ipe, and shall hove a double silt fence installed not ENKA MAT (T~'PE 7010) nOrma gt p
oR duTE MAr ovER SEED more than three feet (3') from the edge of the apron. ar MutcH (NOTE I) MULCH: shall be round tree bark or chopped tree Erosion control measures shall be in place prior to logging WOODS 9 hree 3 read at a de th of not less than t O o erations.
DRIISHED 5TONE PAD (RAILROAD BALLAST) STAKED NriON NETTING (NOTE 2) Pi e inlet structures shall include an area of rip-rap ditch not less t an trimmings sp p d to insure p inches. Ground surface shall be slightly smoothe
'MIN. p in width extending upslope from _.__~o NorES~ twelve feet (12') in length and three feet (3 ) ositive drainage.
. I ~ ~ 1. USE WHEN ROAD QRAOE IS 5q TO 8% 2. USE WHEN ROAD CRADE IS 87. i0 12X i e. Additional) a minimum of two (2) temporary sediment pits Shall e GONSTWKTION 1 I • ~ p GRADING ~ 2. LAND . I~
ENTRANCE ; Crl=' ~'~"hI , •r' ~~r 3. ALL DITCH AREAS TO BE SEEDED, FERTILINEQTALL the p p y rCEd silt fence, Extending One f00t ~ ~ d ,i'•. r AND MULCHED AS PER SPECIFICATIONS, S ~ ' ~ 'I ` AT PROTECTION AS INDICATED ABOVE IYIStaIEd In the ditch lint and a rEln 0 ~~..I ''~r M ~?rIpORARY SEEDING: ect stream p-+
IN ExcESS a 127 SHALL nd each side of the ditch, shall be installed at the beginning of the rip-rap ) 4, ALL DITCH AREAS bey0 BE TREATED IMTH RIP-RAP. (SEE DETAIL) leted so as to rovide a surface prior to Initiating grading, measures to pro r ~ ~ Grading shall be comp p ^ e ui ment to all areas to channels or stee slo e and drainage ways are installed. ~ ~ ~
PLAN PROVIDE APPROPRI Are iRAN51TI0N ditch Section. suitable for the access of seeding q p p p nstruction of N °0 A ro riate ermits are in place prior to the co ~ ~ I III
BETWEEN 5TAE~LIZED DON5TWX.TION A double silt fence shall be used where required when disturbance exten s ENTRANCE AND PUBLIC ROAD, 3. be seeded. pp p p r i n control devices are ~ w stream crossings and appropriate a os o a m m ® iu
TA~BILIZ~TIDN flit feet 50' of the stream. RO,A~ 171TGH 5 within less than y of two (2) tons Ifed. Immediate) followin initial clearing, heavy ~ ~ ~ A m shall be uniform) applied at the rate insta y 9 road (C~ Lie y
ION ENTR~NG~ NOT TO SCALE CONSTRUCT radin will roceed as required to excavate proposed ~ w v ~ ~ I er acre (g01bs/IOOOsf). 9 9 p I I/2:1 based on
Narroxra.E 4. All ex osed rock used in creek crossings, in-stream stone filters, or any P nlcture extendin to a point below the mean water elevation for the stream st 9 p ds. Gut slo es enerall are graded to U ~ ~ x N be p 9 y
shall be smooth river nobble or gravel native to the area. No crushed or II be a Ifed at a rate of 800 soil and rock conditions. Fill slopes are graded and ~ U ~ w Fertilizer, grade 10-10-I0, sha pp ~
I -Use MSNA size No, 2 basin. All sediment sholl be pre- 1 ones :e arm drain, uarried stone fill within the stream channel shall be left expose . . St vented Irom enlertn an st q coin acted in lifts appropriate to the soil material and ~ a ~ 201 bsIIOOOsf). p Ibs per acre at a maximum of I I/2:1 in critical areas. Maximum ~ w dressed w
(2-1 /2" to t') or AASHTO designo- ditch, or wotercourse through use of lion M43, size No. 2 (2 1/2" to 1-I 2'). Use crushed stone. Bond bogs, grovel, boards or other i t the - ri ical areas is 2:1.
/ All i es laced in the stream shall be hurried a minimum of 4 to 6 2. Length - As effective, but not less apPntenoncethodhe entrance shall be 5. p p p thon 50 feet. 6. Ma and fertilizer shall be lightly incorporated n o slope in non c t Lime he soil rior to seedm U
in a aanditlan which will below the existing stream bed. Stone and/or gravel matching the s ream 3. Thickness -Not less than eight (8) mointained prevent tracking or flowing of sediment character shall be placed in the bottom of the pipe to a level equal to e Inches. surface oft p 9 Excess soil or rock materials are distributed in areas ~ rn
4. Width -Not less than full width of onto Dublic nghts-ol-way. This may Intl of In Tess or egress. require periodic top dressing with n elevation of the existing StrEam ChannEl, oil po 9 additional stone os conditions demo d acre. ruction to reduce sle es, or utilized A II in shall be with annual rye at a rate of 1201bs/ adjacent to const p Seed g in a siurr with wood I ewhere on the ro'ect site.
5. Washing -When necessary wheels shall be cleaned to remove sediment and repair and/or cleanoul of any ded seed shall be mixed y e s p J ,r+ If hydrosee ,
nto ublic right- measures aced to lraD sediment. all All di turbed areas within fifteen feet (15') of a stream shall be stabilized prior to entrance o D 6, S of-way. When washing Is required, It sediment spilled, dropped, washed or ilized tracked onto public rights-ol-way an a roved natural COVET material within five (51 days of the completion mulch at the rate of 5001bs/acre. fiber TABILIZATION
shall be done on on area slob Wlttl pp with crushed stone which drains Into must be removed Imnedlalely. 3. ROADS ~ I
an approved sediment trap or sediment of work in the affected area. eeded areas shall be maintained by spot overseeding as ~ ~ ~ S rm cover. Protect all seeded Road beds are stabilized with crushed stone as quickly after ~ z ~
Ins ection and maintenance of structures shall occur twice weekly and 7. p re uired to provide for a unifo q has been brou ht to final rade as weather permits. z ~ N ~~il s from traffic. the road g 9 area
immediately following any rainfall event. Gut and fill slopes are stabilized in an ongoing manner as ~
raw mulch at the i n in a iven area is complete. Stabilization may W a ~ z Seeded area shall be mulched with clean st construct o g
I hin with tree rindin s as the A ; ~ I cre. include seeding or mu c g g 9 d. ~ rate of 3000 Ibs/a ~ 5
specific conditions require. a ,i N
POST (MA%. 1D' APART) PERMANENT SEEDING: ~ as ~ F v ~I Went seedin shall be smoothed 4. DUST CONTROL ~
Areas to receive perma g ~ x
51LT FENCE RCPER 10 DETAIL re uired to rovide a clean uniform surface, lightly q p burin erlods of extreme dryness, dust is contrclled by scarified, 9 p fired t maintain the o timum a
25' MIN. TO ACTIVE WATERCWRSE REFER TO SILT iENCE DETAIL water applications at rates requ o p
4' MIN. uniform) a lied at a rate of one (U ton per compaction characteristics of the soil. Lime shall be y pp stin .
SILT DITCH, 18"x12" APPRO%" CLEAN OUT AS REQUIRED IN SFEC'S. cre 451b5/IOOOsf) or as recommended by soil to g a ( ION CONTROL PRACTICES EMPLOYED
- DITCH ROW 3' MAX ' b.. MIN. _ 5.6ENERAI. EROS
- - 0~ 2~ MIN RO0.D GRADE O~TCd rade IO-10-10 shall be applied at a rate of l00 Fertilize, g i o erations The followin are eneral erosion control mechanisms employed Q
' ~ 6" MIN. FL,~ pW _ I ~ , ~ Ibs/acre immediately prior to seed ng p g g f throughout the construction process. Z
I l:':% - PIPE ~ (Iblbs/IOOOs ) a. Silt Fences are constructed along the base of fill ~
12" MIN. ~ ' i 6'W X 4'D % 10'L t re dama e to stee draina e ways, streams, ~ nd fertilizer shall be incorporated into the op slopes whe g p 9 ~ Lime a
CLEAN WHEN I/2 fILLEO FLTER FABRIC FILL WNEN DITCH IS STABIUZED or ad'acent properties may occur. Additionally, Q surface of the entire area. ~ ( inlets until final ~ U
SECTION fences are erected around p pe
NOTE: - YATHNE30 FEET OF ACTIYESW TERCOUR$E.IS itable to the terrain at ad acent rades are established. ~ _ Seed shall be applied in a manner su ~ g ~ ~
e of 120 Ibs/acre of KY31 Fescue and 15 Ibs/acre of ~ the rat mixtures shall I~•Iclude ~^;ood fiber ~~~c>d•~rnl,t Sasi~s or .Sediment Traps care constructed in
T 5171 MENT P I T CRY P I P~ I NL~ T~MPOR German Millet. Hydroseed ntration or ad'acent to of hi h water conce ~ Z ulch at the rate of 500 Ibs/acre. areas g J m
'M/ RR E 51 T FENG~ STREAM PROTECTION) NOT TO yDMt O~Yw' stream crossings to protect streams from silta ion.
NrX TO SCALE II be clean wheat straw mulch applied at the rate of Mulch sha bed
c. Tem orar Diversions are employed along the road 40001bs/acre. p y until
during construction and on fill slope areas
shall be rotected from traffic. Spot shaping of slopes is complete. Additionally, All seeded areas P of
WOODEN P05T5 AT 4' O.G. MAX. METAL P05T5 A7 10' D.G. MAX. ULTRAVIOLET RE515TANT (BLACK) MIRIFI FABRIC OR it d shall occur until a uniform stand tem ovary diversion swales are used near stream seeding as requ e p sediment basins ~BRlcoa een established. crossings to direct surface water to
EOUIVALENT, SECURED TO WIRE WMETAI-CLIPS OR WIRE I~ GNASE, bXb (MAX. OPENING) HEEDED WIRE AT 12" O.G. ~ WIRE rass has b 9 or for lateral dispersion of water onto protected
HOOKED ON70 PRE-FORt'£D CHANNELS ON METAL P05T5. i slopes.
~ I ULTRAVIOLET RE515TANT IBLAGK) MIRIFI FABRIC OR I EQUIVALENT, SECURED TO WIRE VVi"iETAI CLIPS OR WRE / g
AT IZ' OL. MAX. SEDIMENT STORAGE LEVEL. REMOVE 5EDIMENT WHEN I 9 THIS LEVEL 15 READIED OR A5 DIRECTED. SEDIMENT WHEN PPLIGATIONS the followin soil amendment d. RI -Ra or Paved Road Ditches are established in FOR SINGLE SEEDING A 9 p p O
MAX. SEDIt~EIJ15TORAGE LEVEL. REMOVE 5EDIMENT WEN TENS LEVEL 15 RLADHED OR A5 DIRECTED. / ~ 511EET DRAINAbE (ONLY) stee road slope areas to control run-off at the time rates shall apply. P of road stabllizations and/or paving.
~ SHEET t7RAINAGE (OI$Y) EXLAVATE 4" X b' TRENCH UPSLOPE FROM 51LT 151LT FENLE.
bXA~B~OVEIpITRGN RASS SHOULDER 70 60 STONE RIP RAP I g CARRY APPROx. Is' OP PABRIG IN70 TRENCH, COVER Wi501L 40~ N W FINES (QUARRY RUN) EXGAVAIE 4 X b TRENCH UPSLOPE FROM 51L7 FENCE !TAMP EsAGKFILL, ~"-~`Y"°'L Lime -two and one half (2 I/2) tons per acre e. Pi e Outlet Stabilization structures are established looosf). p
I8 CARRY APPROX. 12" OF FABRIC INTO TRENCH, COMER HU501L / TAMP BADKFILL. CARRY FABRIC MIN. H' BELOW EXI5TItJG GRADE. v~ (1151bs/ on i es in areas as required to reduce scouring and pp o
I/2 d min. - CARRY WIRE APD FABRIC MIN. B" BELOW EXISTING bRADE. 8' NATURPd- GRADE FILTER FABRIC ' r -one half (I/2) ton er acre (231bs/IOODsf). disperse concentrated storm flow. Fertilize p
MAX i RIP-RAF DITCH DIMENSIONS In. 8 NATURAL GRADE MAx d _ 3 TYPE b(ft.) d(ftJ I l) l B'
I, 2' 1,3' 2" i / / 5155~FENGFS 5Hp1LD NOT BE u5ED IN AREA5 OF GONGENIRATED 2"- 3/4' WASHE q 2 ~5 ~
STONE NOTE: / FLOW (GREEKS DITGH.INES, SWPLBS, ETC.) b 51L7 FENCES SHOJLD NOT BE VSED IN AREAS OF DONCENiRAfED FLOW (GREEKS. DITCFIIFlES, SWALES, ETW
T2" DIA. - 18" DIA. PIPES (62'0")
21" DIA. - 36' DIA, PIPES (B=3'-0") 17ET I 51 LT PANG j"'~ EROSION CONTROL MAINTENANCE
PENG~ fl~T,~iL NI^ORGEfl 51 LT R~ NOT TO ~ CONSTRUCTION SCHEDULE
- ITCH nET,~IL RIP R! ,P ~ NDT TO xALE NOT TO xALE All erosion control devices will be checked for stability Q
nstruction. I' followin is the t ical rocedure for road co and ro er o eration immediately following each rainfall ~ The g yp p P P p
but in no case less than week) . Required cleanout or ~ ~ y
I. Fla in initial clearing limits. re airs will be made immediately to maintain all devises O Z 99 9 p ~
in good working order. ~
2. Installation of required protective devices for U
imentation control as required. 2. Sediment basins or traps will be cleaned out when the sed vel of sediment reaches a oint no less than 2 feet Q
le p Z I arin rou h radin and grubbing of site including from the to of the riser or gravel filter. Gravel will Q
3. G e g, g g 9 p allation of culverts with temporary protection be cleaned or re laced to insure proper drainage of the ~ inst leanin p
A"-12" CLA55 as re uired. Grading operations includes ongoing c 9 basin or trap. q control devices.
I RIPflrAP i I/2' DEEP and maintenance of sediment ~
CMP 'll e removed from behind sediment fences when Z 3. Sediment wi b Q
FILTER 4t4, - FABRIC 4. Finished radin immediately follows rough grading. the accumulation exceeds 6 inches at the fence. Fences ~ 9 9 s-
I ~ ~ 4w ~ ~aueD _ ~~y ~ 3~ i"-'i 4t " will be repaired as required to maintain a barrier.
= F-711-~ r~ ~ ;.r~'~ artw riox' ~ x. _ I 5. Road bed areas are stabilized with gravel. 4. All seeded areas will be fertilized, reseeded as required,
I I ~ 6. Slo e areas are stabilized with vegetation or mulch as or mulched as rovided in the vegetative plan until a
9/4" GLEAN STONE b' DEPTH rws P p re uired. vi orous, dense vegetative cover has been established. , q 9 iU m 0
rxrta rarwc n i osed ~ ; J ~ ~
4'x4'%A' SEDIMENT PIT SECTION CLEAN WHEN t/2 FILLED 7. All erosion control measures will be inspected weekly a d 5, Materials removed from sediment devices shall be d sp a ~ p
SECTION FILL WHEN DI1CN IS STABILIZED CULVERT ND. D LA GRAVEL PIT ~ I. 3 12 3~' in rainfall. Gleanout of structures roved areas and stabilized with vegetation. ~ ~ z o m immediately follow g of in app 4 2 0 0
v~, I ys b 18" 5' and re airs will be made immediately. ~ Z ~ ~ p a ; u~ cv
CLASS TRIP/RAP ' ~ 12" nt cover m ~ z ~ N 0 8. Followin stabilization of the site with germane 0 E 0 0 ~ r
_ 8 12„ 4' I I 9 ~ d and the disturbed areas r r measures are remo?e N r Z 0 0 tempo a y N ~ 0
,1 ~ i ~ C/L UTCH FLOW LA.I stabilized with vegetation or mulch. , ~ ~ ~ ~ ~ to a 1~ o W II.J IlJ
- r l 11/T x D ~ 5D D ~ Q ~ 0 a ~ ~
- . ~ - . - .
I~-=?' i SHEET
Mar INA.
~w.. uwm4 xo~ PLAN L-LA~
EfR-2-
PLAN TEMPORARY SEDIMENT PIT
TMpIG,4L PIPE OUTLET OF 2
e,-1-

,
P N,~ >'itr' /
i I/2" I-2 ASPHALT 0 : ~ 1`~ -
AREAS EXCEEDING 15~ GRADE HT OF WAY c' a . 100' RIG UI"IMA~Y ~R0510N =:ui :U -
45' RIGHT OF YVAY ' TONE CJ Q" 6, 70 5 HOULDER r'e5 ~ W =
6' 5 Acres Disturbed Ac , ti
ei9°t ~ I6' STONE 6 2 SHOULDI ° de''a 6 5HOULDER ~ I SHOULDER 3 3t tea. ~ Len th of Drive 3100 Feet ~ ; L ,'i
T I I/2 SHOULDER I I/2 4 r- Area of Roadbed 1.14 Acres ~
revard 64 I EXISTING I r- <To 9 0 3 I GRADE 6" ASG STONE BASE
EXISTING I r a GRADE DI TGH es: Aef Ashe fine sand loam 25% to 4r~% Soil Typ
6" ABG STONE BASE I DITCH I r a Ghe Chester fine sandy loam 15 to 2 /o
x NT5
~HE'I'!'E FARM RD• d
NT5 L APRON GRAVE 9 L10 L 9 L10 ~ L
SILT a LEG'END
r° - j ~ Headers°nviUe > J~ ~ h _
FENCE q ~ ~ PE 1. I / l4 ~ ~ ! i PE 1 I, i ® -SED. PIT ff PIPE INLET
.'E ' -PIPE OUTLET APRON
~1 `1 ~~1 ( ~ i` ~ ~ _ -SI L.T FENCE xxxx
I ~ - XIST. GON70UR5 ,i Ii - E I -pROPUSED CONTOURS
~ l ' ~ f I i i ( I
~ ~ , og• ~ IP-RAP- I ' ROBERT RE 1, - 9g, -PROPOSED SPOT ELEVATION ' x Q
04 ~ .6 1 P6.480 . 382 z ANGE ~ " ~ - LIMIT OF D15TUI S 07
F ~1~ ~ .ITCH 1- . ~ , D Q-+ -pRAIN,A6E AREA ; ~p ~
Q~ / - YpE 1 TE T SI -CULVERT ~ ~ .III
\ ; - ~ ~ ~ . p III
. T~ r d~ W rnrn® I III III a ~~oA T~ rn
6~' I ~5~~ ~ ~ , - ~ _ ~ ' PROPERTY ARE ~ H ro w ~ \ ~ NOTE: ALL WATER GOUR5E5 ON ~
o ~ _ o - - / FE ~ ; _ _ 0 45 0 E ATER.,. 5EE TRIBUTARIES TU TROUT W W
MAP ~ ' , PROJECT ~ ~ , Ro 6 ~ - CONDITION NOTES SHEET ER-2 (,1 ~ ~ x SPECIAL a m ~
2. 3 A, / $5. / ~ ~ t { ~ f ~G ~ ~ ~ ~ o ~ Ul U a I
L ! N 1 1~ o I DRY STACK BOUT-DER HEADWALL U~ w I
~I~ 3 E P LINE TABL ~ ~ , i i a i Q ~ - ULDER TO BE 2 . , AVER.A6E: BO ~ w II I ~ ~ ROAD SH. TIMES PIPE VOLUME.
LINE LENGTH BEARING ~ ~ f i ~ L IL _ ~Q , ~ ~ ~ .I
Li 78.41 N65'50 35 E ~ ~ ; ~ ~ ~ „ i ~ ' ~ BOUL y L2 30.41 N21 37 00 W ~ ~ , , R ~ ~ ~ ~ III BOUL ~ ~ , I
'08'50"E ~ L3 45.37 N68 ~ ~ `ti ~ ~ ~ ~1 ~ v,~ ~ ~ ADW F, ~ - 3 A I ~ ~ , ; ~ ~ -PLACE SMOOTH ROCK IN III AbW L ~ II
HE L4 82.97 S84'13'32"E / .34 AC. ~ ~ - HE . , ~ S _ , ~ r ~ MINIMIJN FALL ,:I, ~ _ PIPE W/ ~ , I -
L5 64.21 N89'22'22"E ~ ~ s s ~ 1 ~ ~ ~ PIPE 41.38 N78'01 36 E " 9 2 0 ~ f"ILTER _
L6 A / - i yi L7 36.85 N64'38'59"E ~ ~ (kV ~ - - ~ ~ ' ' ~ FABRIC - ~ I `fit ~ , ~ ~ ~ + v ~ `~i f ~ -
INLE INFO~C 28 E ~ _ _ „ ~ I RE Lg 49.84 N62 20 ~ NFO~C ~ ~ i , i ~ ~ FALLS- ~ ~ ~ w II ~I J' ~ , , TO FORK z ~ rn ~ ~ ~ 5TAGK ROCK
N6 ~ ' 9'26'51' E l9 29.23 _ ~ ~ ~ P. - ~ ~ . ~ . BLE . ~ ~ DOU ~ IN. 12 WASHED THAN 8" ~ ~ ,III ~ ~ 0 ~ ~ M - DROP NOT GREATER ~ . E SILT ~IJBL ti
L10 43.85 N86 52 57 E ~ E _ i.-- ' A9 Q% I i I I ~ 1'15' 48"E / '15 ~ L11 37.53 S7 / 8 - C ~ ~ ~ 3/4 STONE C - , 1, ~ z ~ ~
6 ~ ~ I FEN E L12 41.29 558'22'21"E ~ / V ~g'16 i ~ ~ ~ ~ ~ 0 E'ENCE~ ti - ~ ~ W a ~ . F~ J? ~ ~ FILTER ~
U3 52.88 550'38'00°E ~ a ~ ~ ~ 9 / , ~ , . ~ 1 ~ ~ ~ , , o = FABRIC A v ~ I~ ,s
15~ , tj6a 2 'i' O ~ ' ~ , ' ~ - ~ AN STONE a ~ II _ ; W ~3i4 C, Q,~ b ' _ r H ~ ~ ~ I _ ~I--111-~1~1 6 DEPT ~ v IIII
, PE 4- ~ PI _ _ _ -.III ro ~ ~ c ,II _ ~
UTL ' _ EO PIP f Q TAI = ~ ~ _ 4,43 AC. 3 ~ , OMPAC TED III _I MIN. 12 G ' I _ ~ c
F CED , , . , , i REIN . TYP - - ~ 4 STONE ~ -III -_I ~ - - 3/ II
SILT ~ s RING ~ ~ ~ \ z ~ I / ~`~'cP 1 ~ ~ ~~~-?_725 ' ~ 2X WIDTH - - -I 11-1 I I==1 I I-- ~ III _ ~ ~ of BAs
A~ 5 ~ ~ ~ i' MIT F PI ?~i SOREST ~ i ~ ~ ~ , ~ , ~ ~ . o BOULDERS
FENC ~ ~ o ~ o m , ~ ' ' . 'I ~ ~ ~ ~ U PA ~ , o .
P.~. 5 5L. Q ~ ~ ~ DIS , _ , / ~ t p 1 ! t ~ Q p ~ Q A
P.E. 7 SL. 554 _ , ILT _ _ - , ~ 1, ~ ~,6 n; 0 _ Q
i ~ ~ - / - ~ ~ ki _ a ' \Mq , ~ - z
3 ~ CE N - , ~ - ~ , ~ f0 • - SCALE _i (;O ~ , / ~ NOT TO
'i i ~ ~ OULDER % ' a ~ ~ ~ _ ,a FOR E , I B EN . ~ ' i - _ r ~ ~ ~ G 0 9 il,,. 0
ALL ~ SILT _ ,
ADW - ~ , , I)ER SIL g1.~5~6 ~ o ENC , I s. ~ t ~ ,p
. i _ ~ ~ , N D LL' ~ - o ~
-257.39.- - ~ ~ 1~CE , . F . w i ~ /
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REIN ~ ; ~ . , ~ MARTIN BARILA
. 2 RCED _ - _ A I . r I , ~ t 4 _ R Q ~ ~ ~ ° ° .B. 430 PG. 450 G e _ `'o
. I, - . _ . i r, ~ E SIL'i~ . o & P.P. 5L. 5 ~
_ ,DOUB - _ ' _ ~ F ~ CE _ - ~ . _ ~ _ ~
5~ _ _ _ ~ . , / _ _ _ -N _ o ~ _ _ ~ ~
PIPE. ~ _ . _ _ - n - -~m T ~ - - _ - - - L _ [ ~ _ t_. y ' ~ t - 7 - _ ~
_ . _ MIT OF - ~ . E --LI_ , _ _ CED 'A _REIN , ,
N~ _ - , _ 4 ~ _ _ SILr~ , , ~ ° °
_ _ - , _ , l; -,...DOUBLE ~ ~a
T ~ j~ _ ~ 1 I~_~ o _ T - P,I - OU ~LE , .PIPE ~ 9 E~~C ~ ~ Q F
~ ,,~,i S OL~ . _ ~ ~ CH ? . _ _ . D R-~
T ~ i,~ 0>L~ ; [ ~ i ' C`^I i
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DITC ~ - ; ~ ~ ~ ` _ ~ ~ ~ I a ~ :J" ; ~ ~ ~ EINF~ R o' ; ~ ~ /
~ ~ , , ~o ~ ~ ~ o ~ 1 PE ' Y ~ ~ ~ , ~ ~ ~ ~ ~ LE SILT.- B , Q ~
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t ~ SPR AD ~ l IT _0F ~ j ~ ~ 1 - ~I~ U o NIA
I ; ; Y I I ; r' ~ 1 A ~ 9 ~ I ~ m ~ ~ ~ ~ l OWNER ~ ~ ~ m T - N ~ OGER & PATTY ECKAR r ~
r I J~ iii _ ~p ED ~ ~ ~ R~ ` ~ ~ i ~ ~ 1 1 I 0 R o _ NER 0 a o
, ~ ~ r~i+' ~ I P.A. LAND PLAN 0 r . ~ ° . SMIPH AND ASSOCIATES, - Z o LUTHER E W m > OQ ~ w
~ PLE- IL ~ ~ ~ i I l ~ i I
{ ~ ~ NCE FE ; , - SURVEYOR m ° m ~ o ~ NCE A. JENHINS, P.L.S. ~t 0 w CLARE
f~, , , ~ ~ E 0 8 FOUR S>L~ASONS PIAZA
HE , , IPE 5G ~ ~ ~ ~ , ~ ~ - 0 I ~ , I NORTH BROAD ST. S H E. ET
LA * RE~IARKES ~ ~ ~ - ..-.~..r i ri nDr TYPE ~I7F ~ i i ~ ~ ~l i ! ~ . ~ ? ~ _ noi+v?an NC 28712
PIPE LtNGIri -)wr- ~ s
18" N A 5.0% CMP 1 1 80 A - - 1._- _ .m 4 N rl >'i O
2 50 20.0% CMP 2 J. •~.L.w;. slow 0 50 100 200 400 ,
3 I 27.31' ~rr...~ 30' 15.0% CMP 12 30 NA ( (i SCALE: 1" = 100'
8.0% CMP 24 I I 4 30' MP 48" NA 6.7~ C
60 5 CMP 18" 5 6 30 2.0~ OF" 2
A CMP 4 q 51"T 7 30 15.0 12 N, 7) o ADE PO~J~F~ G 8 40 15.0% CMP 12" 4
GASG
9 40' 20.0% CMP 12
PIPE OUTLET DETAIL SHEET ER-2 FOR APRON DESIGN