20000535 Ver 1_401 Application_20000411

P.O. Box 3096
Cary, NC 27519
919-467-1239
1??ATER OUA? TY? t'ECTIQN
April 11, 2000
Mr. John Dorney, P.E.
NCDENR, Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
MACCONNELL
& Assocuus, P.C.
9638 Chapel Hill Road
Cary, NC 27513
Fax [phone]
PAYMENT
RECEIVED
RE: Eagle Ridge Water Reclamation Facility Access Road LAH?s
Pre-Construction Notification Application ,_.M„ WAR UALITY L G I ioii
MacConnell & Associates, P.C., Job No.: A17901.00 0 a 5 3 5
Dear Mr. Dorney: Q
Enclosed please find seven copies of construction plans and the Pre-Construction Notification
Application for the above referenced project. The proposed access road is to be the main
entrance for the Eagle Ridge Water Reclamation Facility located in Garner, North Carolina. The
proposed access road will cross an unnamed tributary of Swift Creek. Included with the
application are pipe sizing calculations, a site plan (1"=50' scale), a copy of the USGS Quad sheet
showing the proposed site, and a copy of the 401 Certification issued for the construction of the
Eagle Ridge Water Reclamation Facility. Also included is a check for $200 to cover the
application fee.
We believe this application to be sufficient to meet all the requirements of the Division of Water
Quality. However, if you need any additional information or if you have any questions or
comments, please feel free to call me at [phone].
Sine rely,
Leon Bakely, E.I. .
Enclosures
Cc: John Thomas - US Army Corps of Engineers
Frank Powell, Town Engineer - Town of Garner
Melanie Connelly, P.E. - Arland Community Development
Michael Allen, P.E. - MacConnell & Associates, P.C.
000535
DWQ01JR9 ND$ GRgijP CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE,
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD,
RALEIGH, NC 27607. PLEASE PRINT OR TYPE.
OWNER'S NAME: Town Of Garner, North Carolina
2. MAILING ADDRESS: Town Hall, 900 7th Avenue PPV??- 'A
SUBDIVISION NAME: NA `?oo
CITY: Garner STATE: NC ZIP CODE: 27529 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT
FROM MAILING ADDRESS ABOVE): Woodnell Drive, Brookwood Subdivision
3. TELEPHONE NUMBER: (HOME) NA (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: Marv Lou Rand Interim Town Manager, Town Hall,
900 7th Avenue, Garner, NC 27529
Tel. [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wake - NEAREST TOWN: Garner
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
Woodnell Drive in Brookwood Subdivision, off Highway 401, just south of Garner, NC
6. IMPACTED OR NEAREST STREAM/RIVER: Swift Creek RIVER BASIN: Neuse
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL
SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE
WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? NO
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? NO
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
NA
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROJECT? YES NO IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION ( INCLUDE PHOTOCOPY OF 401
CERTIFICATION): I.D.# 3245
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES NO IF YES, DESCRIBE ANTICIPATED WORK: NA
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 0.36 acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE: less than 0.25 acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: <0.25 EXCAVATION:
FLOODING: OTHER :
DRAINAGE_ TOTAL ACRES TO BE IMPACTED: <0.25
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: _ FT AFTER: _ FT
WIDTH BEFORE (based on normal high water contours): FT
AVERAGE DEPTH BEFORE: _ FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING: _
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NA WHAT IS THE EXPECTED POND
SURFACE AREA? NA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS
ONLY): 90 linear feet of corrugated metal culvert to be placed in stream, and an access
road/driveway to be installed over culvert by placement of compacted fill material. Equipment to
be used for culvert and drivway installation may include, but is not limited to, a backhoe,
bulldozer, dump track, and roller.
13. PURPOSE OF PROPOSED WORK: amide an access road/driveway to Eagle Ridge Water
Reclamation Facility
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS). The site is landlocked, and the only access to the site is through the existing
right of way which crosses over an unnamed tributary of Swift Creek; see attachment for right of
way and access road/driveway location.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY
FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY
THE PROPOSED PROJECT. DATE CONTACTED: NA
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE, OF HISTORIC PROPERTIES IN THE PERMIT
AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
NA.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE, USE OF
PUBLIC (STATE) LAND? YES NO (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES NO
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES NO
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY
ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD
BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STA'L'E CLEARINGHOUSE,
NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET,
RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL
MATERIAL INTO WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES,
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET
OF I INCH EQUALS 100 FEET OF THEIR EQUIVALENT. attached
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
attached
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Single family residential areas to
the north south and west Eagle Ridge Water Reclamation Facility located to the east.
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? NA
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM,
OWNER' AGENTS SIGNATURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
P.O. Box 3096
Cary, NC 27519
919-467-1239
MACCONNELL
& Associ rEs, P.c.
Storm Water Pipe Sizing
Calculations
Calculated by: Leon Bakely, EIT, Project Engineer
Date: March 9, 2000
Project: Eagle Ridge Access Road Culvert
Project No.: 17901.00
9638 Chapel Hill Road
Cary, NC 27513
Fax [phone]
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ate. a°
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NCESCPDM: North Carolina Erosion and Sediment Control Planning and Design Manual.
Given: Drainage Area = 119 acres, based on USGS Quadsheet
SCS Curve Number = 55, Wood or Forest Land, Soil Type B
Hydraulic Length = 5,200' Elevation difference = 395'-250' = 145'
Average slope of watershed = 3%
Note: Existing culvert immediately upstream from proposed culvert is 48" RCP
A) Flow calculations for 50-year peak flow for Proposed Culvert.
Rainfall = 7.25 inches for 50yr/24hr Storm (Figure 8.03L NCESCPDM)
Runoff Depth = 2.27 inches (interpolated from Table 8.03c NCESCPDM)
Equivalent Drainage Area = 220 acres (Figure 8.03n NCESCPDM)
Qw = 65 cfs/in x 2.27 in = 148 cfs (Figure 8.03p NCESCPDM)
Q,m, = 148 cfs x 119ac/220ac = 80 cfs
Neglect Impervious Area
Slope adjustment factor = 0.9
Q,a, = 80 cfs x 0.9 = 72 cfs
(Table 8.03d NCESCPDM)
Culvert to be Corrugated Metal Pipe Arch, 58"06". See attached calculation sheet
for pipe arch sizing.
A l'190t. Gb PROJECT:
^^
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HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATI ON
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Q2 = CHECK DISCHARGE SAY o50 OR
MAX. STREAM VELOCITY=
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O;T 15 1993 1° 0: (•R F 1 FiPrD DEVELORE-iT 757 499 11Ef"'fD??1?1
State of North Carolina
DOM tment of Environment
and NaturalAssourtws
O WMIon, of;Watar. Q uality
Jamor B. Hunt, Jr., Governor
Bill Holman, Seoretary
Kerr T. Stevens, Dlrevtor
Soptember2l, 1499
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Dw Mr.-Balley,
Re, Certlfidatlon Pursuant to 9cction 401 of the Fedarv CI4kn Wator Aot,
ProposrdTiagk Riap.Daveopmmntwd8olf,COM
WQC:PMj='11-46p7ITOE'I1.199920 6
w.lteCounty
•Attw'ed#tereta!lr:Rxopyof-CBfd eacioa'Na J.dgAtsuedm-tarldlera tZid;Stage,.LL,C dated
3q*Mbar,21::1999,
it we 008--N 'Of furthor assistance, do not heaitete to cotgM us.
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960722.w9c
00: Wil wa,Distriot Corps ofEngbim,
Corp: tie Enginecrs R 14,19h Field OtYtce
FRddgh DWQ Rtgioeal Offico
CentW Files
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Scott=MltchelIQ0hu=R, AdaraeCompany
IYArion of WoUandd401 UM 1621 "411 Sarviq Center Rd Gh NO 27M TNiphNne 019--733-1786 FAX 41 M0060
M Cqual 0PPortunily Aff;trnatiw Action Employer - 50% r6000M0% P0el CoMm*r Papcr

NOF"-CAROWM D OF
EMARoNMrw Amo, NAMPtA : RemoLmms
DEve-OFhE14T '757498,1.161 70 :9199723577
NORTH CAROLINA 4011WATER-QUALITY CERTIFICATION
..fl?pptica6lepcattoati
THIS CERTIFICATION dated September 21,1999 it issued In =nfotn ity with the requirements
of Section 401 public Laws 92-SW and 95-217 of the United States and subject to the North Carolina
Division of WizW*Quafltf(DWQ) Re6Wafiow,in 19 NCAC 2H, Section A300:'k is issued to Sandler at
Old Stage, LLC reiuldng b 0.36 of udand Dad 1,771 feet of ahemn impact in Wake County puraudnt to
a revised application dated the 26" day of lwusry 13,]999 to construct a golf course and tes{dentlal
derolopment.
7beappilciLdoaprovldes:adequate•asvjmwedmtthedlschar8e.of f1!1-m=rialdnt0.urtrtuned
tributaries tha+..mars-00*1ft:Cmekin:conjttncdosnwlth the prapo&%-Joprttetstinv knot result in a
307 of PL-925003aM M
hcrcinutlcr loath;';'
Ibis appro??:l?f "?rimly:?
deset{bed In_thesPublihii+Tot
wettand.f111
requited as
follow the
before vote
;-
06,
l for the and dmlgn:that yittt rathmitted in•yonrapplieatlon, as
MYtm.c?yatr:ptvjoct; you:must notify.w=&scndars.a new.:
ow-If th§ pmpaty4aoldrthe pew owner.must:bs.?glvenn:copy of the
rand: is.thtaeby t III Aor complying w1dra1UarA1dons.: • 1f total
nv or in the ccesd ono to ro; aumpeflsabosymtti0Zstlon may.bc
Cvnditiou(i?'i>If .Itf>•lctitm?
1.

permlts
?. All seA matitamdaor+odonxtonu meaa¢?splaesd411.wedands or wet ms- hAlLbe arremoved std
then+ttutzlsgrade'nstorcdaftetthe:Dlvtsiwtarf Ixttd Itmwrtrs luww.leasedihe•ptvjea;r.;
1. Meastl mshall;bcakcn.teLpmventlivo:ar*eth-conctete from coming.lnto contact with
Meters of•tJtrt:statemnNltheiott Yta lcnod:._
4. Should %wte:or.boerow.sltos ba:locdWAa:wetlands cc other waters; compensatory=kiga6an
will be requuad siace,It.is rdfirrct,itftin,tMroject;
5. A final deulledpb biol Y
ycical?and ogurol.tioattonttg•plas for:ti,e stream-retatorstioashall be
submitted.-far DWQ-a written sprrrivwlby'Nnvember 1S; 1999. This plan_should1neluds An
tunsoded mitigation plan (bayed on yourAuzuat 3. 1999 "Eagle Ridge Stream Rcipcaeon P1 ion"
depicting:

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L:T :.. !%!; 17104 FP rFLAF(ri D&)ELOFME:vT 7¢7-496 1161
6.
a) plandnS spociw uttd densities,
b) mom datall for the "de-in" to the natural channel at tim
bottom of the-reach,
c) the angle of the rootwad ravetment" utd
d) the "doable-wlr;g" deflectors chanted to "iingle•wing
deflectors or eliminated altogether.
The stream "restoruicn" at L8, U62 and U63 shall be redesigned to mimic eati W stream::
pattern, dimension and profile. This p!an bW be rabmitted, by Novomber 1111999 to DWQ
for written approval by No,-,,mt*r 13, 1999.

+ y a
7. Contribution to the NC Wetiand Restoration Program far the lnadaquatvly buffer stream .
revt=ticn shall be provided oa the eneloced form era slmilar..lrttgtkesf;additioasl=-cam t"
t.s
mitigadon will bes accdcd. lUx area includes the fell:iuthorizcd!iwourNovem6t:w??1998,'
approval (316 feet), Solf erosaings as well u.atlss_Wig1;A tt rattroad rglit%o?tVVW+wAttafrtSO ?L?
foot wide wooded buffer eat-not bt u=ed:ciAn accounting--of-thissisilgth Grit ttbtrp dad to::. x 6 V6 .
F?F.S
D WQ by October 13,1999 and payment ncrived byFNovembercl S;?T44911 .
6. llocd W iflcacions or simtlor m4chaAinu Shall be placed an a1110tF -Xis Milning107' I
Msdictlonal wetlands and watem or nears within In fee! nt all ,dream: and•ponds tvnotifyAe v ;
state in order to aasurc compliv= for futum rredand.andlor water impact.: Tbose rnaohattiatns ,
%hall be put in place within 30 days of the data of this letter orthe issuance-of tbe'404-Petmir c=.
(-hichever i0aux).
9. W=r withdrxwzJs front Sw!ft.C reekshaltnormUltin.len:.than tFr'7Q]C"oE+0`[^cfra the pump `
intake, t)WQ.ahall be::opied U.ktsrtwo ntontbs before-operetien:withAh4ltut:and-cahbraUun
cal.ulationstfoortahhetttaft?=-g?am?gat?berJustalledimprotwzthlvlov4flo ., . agsbotttatiilod?,
W (iM "'!"^g[nt,ftu'itlibatlotrptaposva, .:. ?a? 4.r 1 a-YY3y??"
Violations or any eanrlirlem hue[a.att:fiatb?ka[llamlt l!tit:xoranon-ofitlfls'Ctrtieatioittaaslnfady? = r
rzs,ilt in criminrl and/or civU-poneltivs. ?1tis.Certifiradon shall:booome.null!auJ-voiii.turJcsdtth tibovet? , '
conditions are tnt?de eonditiatrt:of ttaR Fetkr814o4 enNotroaahlrAroa3Mans?etttACtsim[ i
CeniilCxdun;t[wilee2p{truptmeipirwonofftbec4il4'cxr(?A1iU?'parmlt r.;? <, M.?, , 4
y ?,? , vA
It'true.Cettlfu:ationisaaacctpttblesrtoyotihavotlxaigttucomad ?r'r 1,• '
requvtt witbltreiaty (b0}iisysiesUo ?vf thizC;artiR?tittinn a:'Thtroquetitsittitao
a wr!ttexrpttitiva:coidortnfrig•,to-CbapteislS , ., oitt?C?oHtia;Ckltcta??'`? ;,>?x?d?Iei? ? :,
Office or AdtnlmstsativeRearings, P.d.'Bwt;17447,:Rdoiab,.Njc:.27611=7447 If."niad o a as ,k vl?
made to an orWnd.Certification, yon have 11t0-dSht to-an adp4cstiory hear[tWan-rbe:nindl(tudt is!'?,t
upon writterrrequtstL:wlthiu:sixry (60) days Uowtng:.=1pt.of the CertifScatioa:.Valera auch'damnnds_: <_.; .
acre made, this Certifieadoe shall be final andbinding.
Thh the`21`:t[W-*f- 6ptetnber-1999
DPM10N OF WATBR QUALITY 41) ?`'"
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PERMANENT SEEDING, Na. 1 P
Steep Slopes, Average Soil; Low Maintenance
Seeding Mixture L O C A T I O N M A P
Species Rate(lb/acre)
Tall fescue 100
Sericea lespedeza 30
Kobe lespedeza 10
Pensacola Bahiagrass 25
Seeding note
After Aug. 1, use unscarified seed for sericea lespedeza
Nurse plants
Between May 1 and Aug, 15 add 10 lb/acre Gerr~an r~illet or 15 lb/acre
Sudangrass, Prior to May 1 or after Aug, 15, add 40 lb/acre rye (grain),
It ray be beneficial to plant the grasses In late sur~r~er and over seed
the lespedezas in March, TEMPORARY SEEDING (SUMMER
Seeding dates SEEDING MIXTURE
Best Possible SPECIES RATE (LB/ACRE)
Below 2500 ft~ Aug, 15 -Sept, 1 July 25 -Sept 15 GERMAN MILLET 40
Mar, 1 -Apr, 1 Mar, 1 -May 10
Above 2500 ft~ July 25 -Aug, 15 July 15 -Aug, 30 IN PIEDMONT, ASMALL-STEMMED SUDANGRASS MAY Mar, 20 -Apr, 20 Mar, 5 -May 15 BE USED AT A RATE OF 50 LB/ACRE.
Cor~plete seeding earlier in fall and start later in spring on north-and east-
f acing slopes,
SEEDING DATES sari.,.,; '
Soil ar~endtnents PIEDMONT: MAY 1 -AUGUST 15
Apply line and fertilizer according to soil tests or apply 4,000 lb/acre
ground agricultural lir~estone and 1,000 lb/acre 5-10-10 fertilizer,
SOIL AMENDMENTS
Mulch FOLLOW RECOMMENDATIONS OF SOILTESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
A l 4 000-5 0 l r rain r e uivalent cover of another TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. pp y ,00 b/ac e g st aw or q 9638 CHAPEL HILL ROAD, CARY, NC 27513
suitable r~ulching r~aterlal, Anchor r~ulch by tacking with asphalt, roving, MULCH
or nettino. Nettino is the preferred nnchorino Method on steep slopes, APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING - - - - - - - - - ~ - - - - - - - - - - - - - - - .r~„lan
v v r F OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE F'U5 I OF F IC;E t3UX .5U9b, C:ANY, NC; L I y y/"/
Maintenance USED AS A MULCH ANCHORING TOOL.
Mow no more than once a year. Refertlllze In the second year unless MAINTENANCE
growth Is full adequate, Reseed fertlllze and mulch damaged areas REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IM- TEL: [phone] FAX: [phone]
i y MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. Mroediately,

LEGEND COPYRI c GHT 1997
- EXISTING CONTOURS
PROPOSED 1 FT CONTOURS NOTES:
PROPOSED 5 FT CONTOURS
~W - RIGHT OF WAY
- ~ - ~ - CENTERLINE EXISTING STREAM
- CENTERLINE PROPOSED ACCESS ROAD
EXISTING UTILITIES PROPOSED EDGE OF PAVEMENT a
PL PROPERTY LINE A~
ARLAND COMMUNITY
Ste- SILT FENCE DEVELOPMENT

~ ;
90' CORRUGATED METAL `
~ = Q PIPE ARCH, SIZE 58 x36
R W
- - R W aY R E, 9" IN DEPTH ILET & OUTLET ONFORM TO SLOPE
W MITER PIPE INLET&OUTLf - - S S~---- S S~ ~ -
Sr- S - S
S
F S S ~
~ - - - \CA ~ s _ ~f- _ -_~~P- s~ 2+62.92
~ E = X09?~~8.04 EXISTING - N = 7731679:6.6
~ - - ACCESS ROAD
S 8'31'44" E
.O 44 " ~ _ 6~~ N 8~ + 1 3.33 FT 3g 3 ~ -
1 0 / E 5 1+ '2 = FT 0 + BOP 0+00.0 5 ~ OO E;
60. E = 2097271.08
Cpl = 701723.91 2 Q
6~ c ~.p S , C~ ~ ~ ~ 6~ .9
0 s
- - S S _ _ -
- - sr sr--- : h - - - s~
,
R W
HO _ ~ 1 RIZ NT -
N CURVE S N AL DETAI -
~ HORIZO S ~ ~ VE EE ~ BELO
ILS pETA
OW ~ ~ ~ s~ BEL cn-, fi ~
W (n ° ~ ° + ~ - ~ 1 - - N
~ ~ ~ 11 - II Q ' 11
W ~ o CENTERLINE N k + + o
. ~ EXISTING STREAM o ~ ` _ _
<C ~ ~ ti - W ~ rn N J a
w
PLAN VI ' E W.
„ 1 ~ 20
PROF ILE VIEW. ,
1 = 20 HOR - -3
NO. DATE REVISION DESCRIPTION
1 = 5 VER _
- -

- - - - - -
N
280 11 - - _ - _ - - - - - _ - _ _ - - - 13'-8" PROJECT MANAGER: PROJECT ENGINEER:
280 J = + , W _ MDA LWB
VP1 - 269-50_ - - d 6'-10" 6'-10" 4'-0" DRAWN BY: CHECKED BY:
_ u LWB MDA
m 9 - - - - - -'f 533 - - - 9 - - - _ - _ - G - DATE:
275 ~ LEN = 30.0 - - _
275 _ - - MARCH 1, 2000 6 ' ~ -I ~ ~-III- ~
' 1 /2"/F E _ .21 _ _ - O - - - - ~ =t-- 1 /2"/FT 1 /4"/FT 1 /4 /FT 1 /21~/FT ~ ~
- - - ~ _N - - - - _ - - - - - - - - - - 1 3~ ~ ~ I=III=~ ~ ~ ~ ~ ~ - ~ . , _ I I I I . ~ ,
er~er{i - - - 00 - - _ - - _ E N - - _ OP O 51. s ti° E ~ -1 I I_I I l-III-1 11-I I I_l I I-III-I I I_I I I-Ill I I-I I I_I I l_ ~ P ~pF I=1 I I=1 I I=~ I I=III=1 I I=1 I I=~ I I I=1 ~ ~=1 I III=1 1 1=1 0°
270 ~ 6 g - -II - _ _ - - a° 6" CABC o Q
a II 270 2" NCDOT I-2 ASPHALT COMPACTED FILL 1' o 0
Q W N O 0 0 ° ~ o° °o
U - - - - _ - - ~ 01 ~ ~ NGINE~ BACKFILL MIN 8" /
- - - _ - - _ N - - _ _ WRF ACCESS ROAD TYPICAL SECTION THICK LAYER OF GRAVEL °~°~y J'~°° FILTER FABRIC ~OOgEI p, P~o°
O > pp N I N °DO°°ooooautip0 1~
265 - - ~ _ - - - - - - - - - ~I • ~ ~ ~ II J 265 T~
. W d- - II N o0 ~ _ - - - _ _ V ~ 1'-2" r~,
^ ~ (,Il~
_ II o ~w N - Q- _II ~ ~ - - - - _ _ - - ~ _ - _ - -I I ~ ~ _I , I-~ , s s o c 1 a e s
- - c j w ~ Q II _ I I=~ I I=~ l I l= I=~ III=~ I I s ,
260 - - O cp > > ~ J - 260 ~ ~ ~ ~ ~ = ~ I- = =III=III- 9638 CHAPEL HILL ROAD, CARY NC 27513
a 11 - - _ - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ POST OFFICE BOX 3096, CARY NC 27519 1 2 -
- - - _ _ _ - - _ _ - =111-III III=III- =11 a" _ _ = TEL: [phone] FAX: [phone]
Ul w - - ciRCU~AR ciRCULAR V-TRENCH -1 I1-111=1 i ~-111=1
F- ~ - _ - - o - - - ~ _ - - _ 255 Da = 38'11'50" - =1 ~ ~ = Da - 3811 50 _III=III=III=III=11
- - 255 - - - ; > - _ - Dc = 38'56'33" Dc = 38'56'33"
T = 18.87 T = 13,97
- - - _ - - ~8 „ ~M~ - R = 150.00 R = 150.00
- - - _ - 0 L - 37.55 L - 27.86 EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH C = 37.45 C = 27, 82
- - - - . 250 - - - - - - - 250 ~ N E = 1.18 E = 0.65 - FILTER FABRIC U
_ ~=1li- M 1,17 M = 0,65 - - -
II - - - - _ - s~-= 1 o - _ - - - 0 0 ~Pr- sT ~+26.0 ~ ~ ~=1 I I-~ .
- - - - - - -v + f ~ = ~5~5a _ - - - - ~ - _ ~l EL = 5.0~ -1 I I=1 I I-1 11= - I- ~ I- ~ 1I-
- _ - - - =~'r.~3~- - - _ - - - - -I ~ ~ I WIRE = = HORIZONTAL CURVE DATA - - - - = i_ - ,III=III=III=III- _ __.....I 11=III-
_ - ¢ N 9= o Q Q 245 - - - - --~-5~ - - - ~ N II _ -gam •13~ - - 245 ~~i ul-~
II _
68 - _ - - - - _ zp x = e° I-_ , - 4' _
- - E =-~-:57 ~ - - - - - - - I
- _ • - - - -
U
L4U 240 SILT FENCE PLAN & PROFILE
00
UT-
235 Lo - LO LO PROJECT NUMBER DRAWING NUMBER
0+00 0+50 1+00 1+50 2+00 2+50 3+00 A17901.00 P-101

COPYRIGHT Q 2000
NOTES:
20 00 10.00 10.~~0 20 00 30 00 20 00 10.00 10 00 20 00 30 00 20 00 10.00 10.00 10.00 20 00 30 00 20 00 10.00 10.00 20 00 30 00
LEGEND
PROPOSED ROAD
EXISTING GROUND
2
62.92 'a'A = +~~,s 62 92
0 IGINAL L =258. 0
0 1
D SIGN E =258.00
64 60 40 0 FILL AR A =0.00
~I"~A, O+~O CUT AR A =0.00
0 IGINAL L =263.3 ~~A, Z+q~ VF 0.15
_ 0 IGINAL L =251. 5
DESIGN E =256.74
ILL ARE =48.0
CUT AR A =0.00 ILL ARE =174.1
~ _ CUT AR A =0.00
VC 0.00 VF =120.72
VC 0.00
2 2
00 ~y~~, ~+00
-00 0 60 ~'3'~ ~+~i0 6
0 IGINAL L =252. 6 252.6 0 IGINAL L =257. 8
ESIGN E =255.1 255.1 DESIGN E =257. 6
ILL ARE =98.0 98.0 FILL AR A =2.73
CUT AR A =0.00 =0.00 CUT AR A =0.00
~ ~ VF = 0.26 ?6 VF = 2.74
40 0 IGINAL L =266.4 0 20 20 VC
ESIGN E =268.1 +
0 IGINAL L =253. 8
ILL ARE =31.0 DESIGN E =258. 6
CUT AR A =0.00
VF = 1.35 ILL ARE =151.7 N0. DATE REVISION DESCRIPTION
VC 0.00 CUT AR A =0.00
VF = 7.55
VC 0.00
PROJECT MANAGER: PROJECT ENGINEER:
1 'L MDA LWB
.~Ae DRAWN BY: CHECKED BY:
80 ~A l+g~ HO 4O LWB MDA
0 IGINAL L =251. 0 251.0 DATE:
p ~ DESIGN E =255.26 ?55.26 MARCH 1, 2000
20 ~+g~ 20 00 00 CUT AR A-10.00 118.6 DESIGN E =256.8 ,;.~~~~t%''~,~
=0.00
0 IGINAL L =268.81 ~~A ~l+p~ VF =100.68
DESIGN E =270.24 '8 ILL ARE =58.6 ~ 5 ~ ~ :
DESIGN E =260. 0
ILL ARE =26.5 VF 5.45 ,~c '~ciNE~~~~.'
CUT AR A =0.00 ILL ARE =84.6
VF 9.85
VC 0.00 VF =52.81 N~~CCOT1TIi211 ~C
VC 0.00 Associates, P.C.
1 9638 CHAPEL HILL ROAD, CARY NC 27513
POST OFFICE BOX 3096, CARY NC 27519
TEL: [phone] FAX: [phone]
60 6
4 + 0 2 ARLAND COMMUNITY
00 0 IGINAL L =271.9 0 80 gp +
ESIGN E =271.7 ~~A ~+BO 0 IGINAL L =251. 4 .251.4 20 2 DEVELOPMENT
0 IGINAL L =260.0 DESIGN E =255.7 ?55.7 EAGLE RIDGE
DESIGN E =262. 3
CUT AR A =0.00 ILL ARE =57.9 ILL ARE =153.1 53.1 0 IGINAL L =252.5 AccES~7 R~AD
VF 0.00 CUT AR A =0.00 CUT AR A =0.00 =0.00 DESIGN E =255. 2
VC 0.00 VF = 21.24
VF 1.65 VC 0.00 ~ ILL ARE =79.0 GARNER NORTH CAROLINA
CUT AR A =0.00
VF = 2.49
20{00 1 0.100 ~ 1 0.100 2000 3000 20100 1000 ~ 1 0.100 2000 30 00 20 00 10.00 ~ 10.00
10.00 20 00 30 00 20 00 10.00 v~ ~u.uu 10.00 20 00 30,00 I CROSS-SECTIONS
PROJECT NUMBER DRAWING NUMBER
A17901.00 X-101