20090594 Ver 1_More Info Received_20100601

Dl? - 0581+
Hugh Creed Associates, Inc. P.A. C) q
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVENUE P.O. BOX 9623
GREENSBORO, N.C. 27408 GREENSBORO, N.C. 27429
TELE: [phone] OR [phone] 1 j
FAX: [phone] ?„C
JUN 1 2010
TRANSMITTAL DENR. WATER OLWJTY
WETLANDS AND STORUNNAM {RANCH
DATE: May 28, 2010
PROJECT/CLIENT: Brassfield Station / D. Stone Builders
TO: Ian McMillan / DWQ-Raleigh Office
FROM: Will Shaw
NUMBER OF:
MYLAR(S)
ORIGINAL(S)
TO BE DELIVERED ?
TO BE PICKED UP ?
FOR REVIEW/COMMENT ?
FOR SUBMITTAL
COMMENTS:
PRINT(S)
OTHER
TO BE MAILED
OTHER
SEPIA(S)
FOR APPROVAL ? FOR YOUR USE ?
AS REQUESTED
I attached a set of revised plans for the Rip-Rap channel lining for the project with
permit # 2009-0594. If you have any questions please let me know.
Thanks;
Will Shaw
PAProjects 20050ixonNoose Lodge\Transmittal-Rev. DWQ.(5-10).doc
l~TLANDS NOTE 5
V~TLANDS NOTE THERE ARE NO JURISDICTIONAL WETLANDS KNOWN ON THIS EXl5TiN6 IRON PIPE EIP
ALL NEGE55ARY APPROVALS HAVE BEEN (WILL BE) OBTAINED ~T ~oRn+ _ i, 92 NOT PROPERTY EXCEPT FOR THE AREAS DELINEATED BY i 5~~ NOT FOR RECORDATION,
FROM THE STATE /CORPS FOR ANY W~TLANPS DISTURI3ANG~ WETLAND AND NATU~.. RE~OURG€ GON~ULTANT~ INC. TbAT SAI~~~, OR GONVEYANG~S, NEW IRON PIPE o NIP MAT~MATIGAL POINT 0 PNT
AND ANY STREAM CROSSINGS l DISTURBANCE. ' ARE DELINEATED AND SHOWN HEREON.
\ \ ~ ~ \ \ I I ~ I ' \ 1 TRfE ~
~ \ \ \ \ I ~ ,I I } I' I \ ~ NG65 MONI~NT
~ \ \ \ ti ~ \ \ \ ~ ~ / \ \ \ ~ \ v \ \ / ~ _ ~ I \ \ \ \ \ \ \ ~ li ~ - _ - : 1 1\ 11 EXISTING YARD INLET ? YI y
- - t - - ` ~ ' / / ~ 1 DRAINAGE MANHOLE ~ MH
' . \ ~ / ~ \ I I EX. GATGH BA51N ? GB . ~ - _ _ ~ ` ~ ~ / ~ I\ ~ PROP. GATGH BA51N
I I 1 ~ , _ I \ PROP. YARD INLET
\ ~ \ \ \ \ ~ I TYP. GRASS SWALE ~ ~ - 1
1 1 S EXISTING MANHOLE ~ MH g
EXISTING GLEANOUT C GO N
PROPOSED MANHOLE eRY
\ ~ \ \ \ \ ~ v\ - / / / / / \ \ \ / ~ I1 Ex. FIRE HYDRANT ~ FH D ~ ° p S q~, e+.
\ \ I / / ~ , ~ 1 Ex. WATER METER 0 wM ~ ~ , WATER vALVE ®wv D vicINITY MAP
\ \ \ \ \ °a i'~ / / / / ~ l I ~ 1 PROP. FIRE HYDRANT FH a = 2000'
I , POWER POLE PP
/ i / I \ 1 .PHONE PEDESTAL 0 PED. ~~N ~ ~QfQ
\
\ , r \ s/,~os~a,Tsaa
\ ~ \ \
\ \ ~ ~ / / I \ \ \ \ \ \
\ \ ~ / ~I \ ~ ~
\ ~ \ \ \ ~ ~ / / 11 \ \ \ v~~ - \ i I \ ~ G I'P~ ~ USEr
\ \ ~ I 1 , \ \ I , - t Y \ 1 1 ~ ~ ~ \ I U SINGLE FAMILY RESIDENTIAL - 19.64 ACRES. ,
------------I------ A) MAXIMUM OF 48 SINGLE FAMILY LOTS.
r - - - r - - - - - - - I B) MAXIMUM HEIGHT OF THREE 5TORIES.
~ c i \ \ \ \ \ ~ I \ ~ ~ I I r ! 1\ \ ~ ~ ~ G) DIMEN510NAL REQUIREMENTS BASED ON RS-9. 1 ~ ~ ~ 2) MULTIFAMILY RESIDENTIAL - 10.2b AGRE5.
- i- - \ ~ ~ - - - - - ~I- - - - 1- - A) MAXIMUM OF q0 I~IIT5.
~ ( B) UNITS DESIGNED FOR SALE.
\ \ \ \ \ \ ® - ~ I-- ~i / ~ 1 11 ~ G) MAXIMUM HEIGHT OF THREE STORIES OF tIABITABLE 5PAGE WITH. ' P0551BILITY OF PARKING UNDERNEATH BUILDING.
vv ~ ~ ~ / / 1 ~ 1 ~ I I I t DJ DIMEN510NAL REQUIREMENTS BASED UPON RM-8.
~ ~ \ \ I ~ / / I I ~ I + EJ O~G SON NEW 6ARt~N ROAD TO ACCESS RESIDENTIAL
\ \ \ \ 1T F1 MAIN ROAD FROM NEW GARDEN ROAD AND GUL-DE-SAG ROADS
11 \ ~ \ / 1 \ ~ \ ~ I I 1 IN 5INGLE FAMILY AREA WiLL BE PUBLIC 5TREETS, BUILT TO '
\ I~ I GREENSBORO DEPARTMENT OF TRANSPORTATION (6!707) ~ 1 ~ I ( I I STANDARDS.
,1 ~ l ~ / I ` J \ \ ` - t I 1 ~ I 3) GOMh~RGIAU6ENERAL BUSINESS - 416 ACRES.
I,. ~ L \ j/... 1. \ \ 1 / / ~ ~ ~ J.. ~ \ ~ \ ( I A) ALL U5E5 PERMITTED IN 6B, WITH THE EXCEPTION OF THE \ ~ ~ I 1 ~ FOLLOWING: AGRICULTURAL U5E5; REGREATIONAI. U5E5; THE
1 I FOLLOhUNG Bu51NE55 AND PROFE5510NAL SERVIGE~ AUTO RENTAL
1 ~ 1 \ \ ~ / \ t \ 1 , I I 1 OR LEASING; BOAT REPAIRS; BUILDING MAINTENANCE AND 5ERVIGES; EQUIPMENT RENTAL AND LEASING; FURNITURE REPAIR 51i0P5;
11 \ \ \ \ ~ ~ 1 I 1 \ LAIAdDROMATS, COIN-0PERATED AND/OR PLANTS; MOTION PICTURE
\ 1 \ t 1 ~ PRODUCTION; PEST OR TERMITE CONTROL SERYIGES; PROFESSIONAL ~ 1 `~~,J I, y/ MEMBERSHIP ORGANIZATIONS; TAXIDERMISTS; TEl,E1/1510N, RADIO
1 ~ I ' ~ 1 1 \ OR ELEGTRONIG REPAIRS; TOURIST HONES; TRUCK AND UTILITY- `
1 ~ ~ ~ TRAILER RENTALS; VOCATIONAL, BUSINESS OR SECRETARIAL - J I ~ 1 ® . 5Gt1001.5; OUTDOOR ADVERTISING 5ER1/IGES; TRANSPORTATION,
\ ` \ ~ I 1 \ \ \ ~ 1 \ -y-.. ~ ~ I _ ~ WARENOU511~ ANt? UTILITY MANUFAf~TURiN6 AND INpU9TRIAl"
~ l ~ ~ USES; AND OTI U~EE51 AR~~ G~A~TS ~NOW~, GA~NIVALS
\ \ ~ ' 1 \ AND FAIRS. ~ ~ ~ ~ ~ ~ B1 MAXIM'~I SQUARE FOOTAGE OF DEVELOPMENT SHALL BE LIMITED
\ ~ ~ \ ~ \ \ \ n` 1 ~ \ ~ \ ~ ~ ~ TD 50p00 SQUARE FEET OF 6FA.
\ \ \ \ \ } ~ 1 1 ~ ~ ~ ~ ~ - > ~ - - - G) ND PYLON SIGN WILL BE PERMITTED WITHIN PROPOSED
\ \ \ 1 I \ ~ 1 ~ ~ I ~o ~ \ \ 111 ~ ~ ~ / I 1 4 ~ ~ - - ~ ~ ~ .ALL 516NA6E ALONG NEW GARDEN ROAD FRONTAGE - - - ; - - ~ ~ _ WILL BE MONUMENT 516NA6E, LIMITED TO SIX FEET IN HEIGHT, WITH
~ \ 111 - / ~ 1 \ ~ SIGN AREA IN GOMPLIANGE WITH THE CITY OF GREENSBORO
\ \ ~ \ \1 1 ~ ® ~ \ ® \ \ _m ~ \ DEVELOPMENT ORDINANCE. ~ , D) 517E LIGHTING WILL BE DESIGNED IN A MAIM TD ELIMINATE
\ \ ~\\1 I s'l • \ \ ~ ~ ~ ~ - DIRECT ILLUMINATION ONTO ADJACENT PROPERTIES AND THAT 517E
~ \ \ I V Q _ ® LIGHTING STANDARDS AND FIXTURES NOT EXCEED 20 FEET IN HEIGHT.
- ~ \ E) BUILDINGS WILL NOT EXCEED THREE STORIES IN HEIGHT. ~ \ _ FI ALL LING AREA5 WILL BE SF.REENED FROM PUBLICa VIEW.
~ \ \ \ 4g i I l \ \ ,p ~ / I \ ~ G) THE..PROPERTY WILL BE DESIGNED AI~7 DE1(ELOPED IN A UNIFIED
\ \ ~ \ LQ ~ ~ I 1 ~ \ \ 1 \ '`/fj / \ ~ ~ 11 \ \ ~ i \ 1 \ ( ~ MANNER AND HULL INCORPORATE 51MILAR AND GON~I.EMEN'fARY
\ ~ \ \ 1 1 \ \\o ~ ~ \ ~ \ \ 1 \ \ ~ ~A c 1 \ ~ \ 1 \ \ ~ A, a7 1 I \ 1 Y, 011 O I ~ 0 I ~ ARGHI7EGTURAL FEATURES. ~ / ~ _ ^ \ \ ~ H) MAXIMUM OF TWO CURB GUTS AS APPROVED BY 6DOT.
~ ,Y I \ \ \ ~ ~ \ \ \ \ \ /Y \ I / 1`~ /~i`
\ \ \ \ \ ~ \ \ \ 1 I 1~ IZ 1 \ I. TOTAL AREA = 32.4b1 AGf
1 ~ / I _ / NEWLY DEDICATED NEW GARDEN RD. R/W . p.pgb AGt
TOTAL REMAINING = 32.365 AGt ~ _
\ ~ \ ~ ~ ~ / ~ PHASE I: TOTAI. = 12.?05 AGt
~ \ ~ - \ ~ ~ _ ~ ' ' COMMERCIAL DEVELOPMENT = 2552 AGt ~ ~ - - - - ' ~ AREA IN PROPOSED R/W = 0.426 AG#
~ \ ~ \ V1 \ \ \
\ ~ ~ / OWNER/DEVELOPERi AREA FOR DEVELOPMENT = 2.12b AG# (LOT I) ~ ~ MEREDITH GROUP, INC. N~1LTI-FAMILY DEVELOPMENT = 10.158 AGt
\ ~ ~ \ \ ~ I I \ \ a \ ? / / P.O. BOX 9471 AREA IN PROPOSED R/W - 0.821 AC#
- - ~ ~ / , GREENSBORO, NG 2?429 AREA IN DRAINA6EWAY !OPEN SPACE = 2.711 AGt
\ \ ~ / ~ / ~ ~ CONTACT: RANDY DIXON AREA FOR DEVELOPMENT = 6561. AGt (2 L0T5) \ / / ~ PHONEI 0336) 272-4411
\ ! ! 959 L.F. STREET PROPOSED
l /I r t PHASE III 51N61.E FAMILY DEVELOPN~Nr a` Iq.660 AG#
\ \ 1 \ \ / ! AREA IN PROP05ED R/W = 3.304 AG#
\ \ \ ~ ` ~ \ \ ~ ~ \ / / / I] r +i \ \ \ .y / ! / AREA IN DRAINAGEWAY t OPEN SPACE: ~ 3.4$5 AG# \ / I ! AREA IN COMMON ELEF~lTS = 0: f22 AGt
" - ~ _ \ \ ~ ~ r AREA FOR DEVELOPMENT = 12.14q AG#
- ~ ~ ` ~l 48 LOT5 PROPOSED.
\ / ~ - _ / " ~ 2313 L.F. STREETS PROPOSED.
1\~ ~ / 2. TAX MAP: AGL. 3-I15-?92-3, 14, 21, 22, 24 - 28, 34, E 35
\ ~ \ 1 ~ ~ ~ 3. REFERENCES: DB. 5522, P6.422; D8.3843, P6.8?3;
_ Q Q ~ i DB. 2398, P6.305; DB. 2q9?, P6.521; DB. 371q, PG. 892;
\ ~ ~ \ / DB. 4363, P6. 1584; DB. 2889, P6.356; DB. 2334, P6.56;
L ~ ~ ~ ~ / DB. 4632, P6. ?18; E DB. 4632,. P6. l22 ' ~ ~ ~ ~ 4. ZONIN6~ GD-PDM
~ ~ ~ ~ EXISTING USES: PRIVATE GLUE; SINGLE FAMILY RESIDENTIAL;
~ ` ~ \ ~ AND WOODED LAND.
- . ~ ~ _ _ ALL EXISTING BUILDINGS, AND ROADS ARE TO BE REMOVED
_ ~ ` l ~ - - EXCEPT A5 NOTED. -
~ y ~ ~ / ~ - ®®°®•®`®ICA 1j®°I®®e 5. ALL PROP05ED PARKING AND LANDSCAPING WILL BE ~ ~ ®®®a~'(N R®(~%®,® pN INDIVIDUAL 517E PLANS FOR GOhW~IERGIAL AND
~ ~ v ` ;4 A !t N '~rIU~N1'IJ~l.1~.,15 W~ Mfl ITV ~ ~ ~ ~ ~ ~ - - - , ~ ~ MULTIFAMILY ~ RF~IJIR~,
\ ~ - ~
FINISHED f~DOR ELEVA N OF AN1~ STRUGTUI~ MUST } / \ r ~ ~ , ~ ~ ~ , ~ ~ ~ \ LOCATED I FOOT OR ORE BASE F1s.00D i ~ _ _ - ~ ~ ~ ~ , ~ ~ ~ ~ ~ SEA ` 6. TREE CONSERVATION WILL CONSIST OF TREES 4" OR
L1 EL ATION. HEA AND ELEG GAL EQU PMENT INS'f LED ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ - - ^ ~ ~ ~ ~ ~ ~ ~ , \ \ \ \ \ ' ~1 i / t ®7~~ 2 ® LARGER IN THE PROPOSED TCA'S. U51N6 DESIGNATED I AREAS IN DEDICATED DRAINAGEWAY !OPEN SPACE
Z ~ I\ ~ / / ~ BEL THAT ELEV~TION SHALL B LOODPROOFED. ~ ~ ~ ~ t ® p TO MEET TREE CONSERVATION REQUIREMENTS FOR ALL
1 ~ - - r 2J FOR NRESIDENTI~L. STRUG RM , ALL ~ / ~ ~ ~ ~ i ~ °.'p,Q LOTS WHER REQUIRED. SEE NOTES AND TABLE OF 1' s ~ ~ ~ ~ \ ~ ~ / S ~ GAP®.•' AREAS.
PORTIO OF THE 5 h~JST F E TO I ~ I l l / ~ ~ ~ ~ ` ~ ; / ~ i ~ , ~ / ~ ~ 1 ®1®1011111Ug®®®
IY AN ELEVAT~QN AT LEAS (I) FOOT F~00 ~ ~ / / ~ ` ~ , ~ , / / - ~ ~2~, ~ ELEVATION. TIN6 AND GTRIGAL,E I INSTAL i / ~ / ~ ~ _ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ - - _ ` \
~ / / \ / / - ~ \ - BELOW THAT EVATION BE FL \ ~ / ~ ~ 8~ ~ \ ~ 'I ~ REV. 5/14/10.
LOODPR00 ALL p~p~ I ~ ' F FI 5H BEG TIFIED Y A 0 ~ ~ I IN NORTH GAROLI ~ \ ~ / ~ - - ENGINEER REG 5 D / ~ / m I ~ , , ` _ ~ , ~ ~ REV. ~/q/Oq A 80551 6
/ "V / / I ~ l I \ ~ ~ 8~
INT F A / ~ ~ 3J NO ENGROAGHMEN VELO / ~ / / ~ ~ ~ ~ ` ~ , 1 / / / I ~ ~ ~ ;0~
REGULATED FLDODWA ALLOWED. I ~ i 0 , ~ ~ 1 ~ ~ V / / / ~ ~ g, o ~ / I ~ , , Ih TTi
Q / / ~ 0 ~ ` / ~ / J ` - ~ ~ ~ 8
/ / ~ ~ \ ~ ~ ~ / / ~ ~ - TOhN5FiIP 6i11LFORD THE APPROXIMATE lOD YEAR FLOOD LINE AND Zppp NEI~d GARDEN ROOAD
/ , / \ i " ' FLOODWAY SHOWN ON THIS PLAT ARE TAKEN BRR.YN'~DOR~O, AIOR11'1 CAROLINA
o ~ , / . , ~ - ~.g / , , ~ ® ~ FROM FLOOD INSURANCE RATE MAP ~ " 3?10784600J, DATED AUGUST 18, 2005. DATES 2/13/Oq SGALEI I" s 30' SHEETI I OF 2
I I \ \ ~ / / ~ 1 'fir ~ ~ 8. PROPERTY IS IN 6REEN5BOR0 WATERSHED, W5-III,
u~ ~ / 1 \ \ . I 1 / ~ ~ i GENERAL WA1T.-R~ AREA. EE ASS CIATES. INC.. P.A_
CONSULTING ENGINEERS & LAND SURVEYORS
IMD' h6= @ 5EJdM
~ ~ t I ALL EXISTING UNUSED WATER/SEVER P.O. BOX 9623 PHONE: [phone]
~ ~ I I
za \ ~ / ~ ~ ~ i t I LINES TO 155 ABANDONED TO ~5 MAIN. 1306 W. WEDOVER AVE, OR 336 275-8084 GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE C-0551 e-mail: hca®triodbiz.m.com

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\ ~ / ~ r I. PREPARE 501E BEFORE INSTALLING BLANKETS, INCLUDING ANY NEGE55ARY APPLICATION OF LIME, FERTILIZER, AND 5EED. NOTE, i \ / r , -.__11. ~ ~ ® ~ , ,
WHEN USING CELL 0-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE GHAI~JEL BY ANCHORING THE BLANKET IN A b" (15cm1 DEEP X b° (15cm) WIDE TRENCH " - \ WITH APPROXIMATELY 12 (30cm) OF BLANKET EXTENDED BEYOND THE UP SLOPE PORTION OF THE TRENCH. ANCHOR THE ~ ~ ~ ~
BLANKET WITH A ROW OF 5TAPLESPSTAKES APPROXIMATELY 12" f30cm) APART IN THE BOTTOM OF THE TRENCH. BAGKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED 501E AND FOLD REMAINING 12" (JOcm) PORTION ® -
OF BLANKET BACK OVER 5~D AND COMPACTED 501L. 5EG1RE BLANKET OVER COMPACTED 501E WITH A ROW OF SrAPLES/STAKES
SPACED APPROXIMATELY 12" (30cnJ APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKET5 WILL UNROLL WITH APPROPRIATE SIDE 'AGAINST THE 501E SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO 501E SURFACE BY PLACING TMTAPLES/STAKE5 '
IN APPR01'RIATE LOCATIONS AS SHOWN IN THE 5TAPLE PATTERN GUIDE. WH@I U51N6 OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGFI EACH OF THE COLORED DOTS GORRE5PONDIN6 TO THE APPROPRIATE STAPLE PATTERP~. l
1 4. PLACE GON5EGITIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4°-6 (IOcm-15cm1 OVERLAP. USE A DGUBLE ROW OF
STAPLES 5TAB6ERED 4" (locml APART AND 4" (IOurU ON CENTER TO 5EGURE BLANKET5. / m°'
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY / I 12' (30urd APART 1N A b" p5cm) DEEP X b" (15urJ WIDE TRENCH. BAGKFILL AND COMPACT tHE TRENG4t AFTER STAPLING. ~ f
b. ADJACENT ELANKETS MU57 BE OVERLAPPED APPROXIMATELY 2'-5' (xm-12,5cm) (DEPENDING ON BLANKET TYPE) AND 5?APLED. / / Ghann
TO EN5URE PROPER SEAM ALIGNMENT, PLACE TIC EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN 1 1 WITH THE COLORED SEAM STIT~I ON THE BI.ANKE7 BEING OVERLAPPED. 1 / y 1 Disturbed=
~ ®~A ,
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE GHEGK SLOT 15 REGOMP~NDED AT 30 TO 40 FOOT (qm-12m1 INTERVALS. USE / / ~ A DOUBLE ROW OF STAPLES 5TA.GGERED 4" (tOcml APART AND 4" (lOcrtd ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 133' .
1 1 8. THE TERMINAL END OF 7MIE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLE5/5TAKE5 APPROXIMAtEI.Y 12" (30crrJ APART ~ / Y "
IN A b ll5urtl DEEP X b (15cm? WIDE TRENCH. BAGKFILL AND COMPACT THE TRENCH AFTER 5TAPLIN6. ® ~ / A NOTE: 1 /
6 e
C~ GRITIGAI. POINTS li(~IT()NTAI STAPt P ~PAC,It~ 5ti0111 ~ BE AC TERF[? I I ~ IF NECESSARY TO ALLOW STAPLES TO SECURE THE I 1
A. OVERLAPS AND SEAM5 CRITICAL POINTS ALONG THE CHANNEL SURFACE. ( B. PRO.EGTED WATER LINE / 1 !
Tem . G. CHANNEL BOTTOM/51DE « IN L005E 501E CONDITIONS, THE U5E OF STAPLE I I A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN b" (IS crcJ MAY / ~ i
B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. ® 1 ~ CJ a n d b a a
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1464q HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 4?125 / / Diver 5 I 0 n / usA I-800-112-2040 CANADA I-800-448-2040 / 1 /
www.nagreen.com / I / Dam ~ ,
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1 r / '2"-5" (5cm-12.SGm) •2"-5" (5Gm-12.5cm) 1 ! /
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Seam Stitch
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GREEN / / / 0 0 0 -I ~ ~
1 1 1 14b4q HIGHWAY 41 NORTH 1 1 ~ 1
EVANSVILLE, IN 47725 / 1 1 USA I-800-772-2040 / / ,
3.4 STAPLES PER 5Q. YD. CANADA I -800-448-2040 1 / ~
(4,1 STAPLE5 PER SQ. M) www.nagreen.com For blankets with the o tlonal North American / / 1 ® ~ ~ ~
Green DOT tem'" lace sta les/stakes / / ~ ~ P P ( I 1 I ~ ~
through each of the WHITE Colored dots. ~
TR 5 Location of Seam Stitch will vary depending On North American Green product type: TRE~M ~~LOG~T ON
42'-0"
NORTH AMERICAN GREEN BoT-roM AND 4.6' UP EACH BANK TO BE COVERED BY
IS" RIP-RAP GLA55 2 MINIMUM 36" DEPTH NORTH AMERICAN GREEN G350 PHA5E2
DESIGN DATA FOR AVAILABLE THROUGH: 4" OR APPROVED EQUAL N®TE: ALL GONSTRUGTION 5alALL GON T GI
SLOPES AND CHANNELS - - - GFP X1411 - - - 580 AND NGDENR STANDA IFIATIONS?
1003q INDUSTRIAL DRIVE _
PINEVILLE, NG 28134 I-) I I- 6 i ~ I- ~ I- Blanket Type Mannin 's "n" for Flow Depth Max. Permisslbie Shear (IbsJsP) CI04) 553-0500 FILTER FABRIC OR ~.b I I- -
g I- II Unve toted 0 - 5 Pt 5 - 2 Pt > 2 Pt Short Duratbn - Long Duratbn 800 533-0046 FILTER BLANKET TO - X 9e ( ) I ~ I
FAX [phone]q INSTALLED BETWEEN THE RIP-RAP ~ 575/5'15BN OA55 OA28 OA21 155 155 ~ T 3 ,
- CONTACT: CHRIS BETTS D HE SOIL FOUNDATION 3 I - ~ STAPLES I I/2 TO b 0- 5150/5I508N OA55 OA28 OA21 ib5 1.65 - - APART A5 NEEDED
I /5GISOBN I IEO 190 NOTE: _ = = TO STABILIZE B C A R D e®®®®
a sGSO o.050 0.025 ooe JOHN ARMSTRONG - I I_ I_ - AM I T II UPSTRE L NER 0 Gi25/GI258N OA22 OAI4 OAI4 225 225 OVERLAP OVER a®® Q~ E~ C ®1i®~• o • o
- G35o o.oao o02s 0.020 3so ass .GFP X1418 DOWNSTREAM LINER. 12'-0" p TYPICAL STAPLE ~ SEAL 9 c
~ 1200 CORPORATION PARKWAY STAPLE IF NECESSARY - ~ ~ P300 0.034 OA24 oA20 3,00 aA0 TO STABILIZE. PERMENANT VEGETATION CHANNEL SHOULD BE SLOPED b" 8 W I ~
SUITE 121 Sege RALEIGH, NG 21610 TO BE PLACED ON BANK DEEPER ON ONE SIDE TO PROVIDE i I/2" 2 10727 ~ GUL / LOG~4TIO ET,41L5
c35o Pfiax 2 0044 0.044 0.044 6.00 450 (qlq) 250-Ig80 A60VE RIP-RAP CHANNEL LINER A DEFINED CHANNEL FOR AQUATIC LIFE
FAX (qlq) 250-7518 ~ P3oo A,oee 2 o.oa4 oo4a o0aa 550 4AO CONTACT: ANDY GERBERIGH ~.S z I ~L ~T~TI 0~!
Q 6350 R1G60 3 OA49 0.049 OA49 8A0 8.00 °j?eona???®?
o NORTH AMERICAN GREEN EROSION SOLUTIONS SPECIALISTS: P3oo Phase 3 0.049 0.049 0.49 e.00 eo0 LEVEL I SPEGIALI5T5: MICHAEL MOON 1 AD TOWN5NIP 6UILfORD GOIJDITY ~j 2000 Fes! 6 ROAD
~ , F LEVEL it SPEGIALi5T5: JOHN PARRISH ,NORTH CAROLINA
0 Short Ou'Grtian 2 M Peak FIoN Long Oix~atbn 2 M Peak low Q Pf~;e 2 t 6 months Veg. fxowth ~ DATE. 8!6/OA SCALE: I" ¦ ~O' SHEET: Z OP 2
N 0 o RI ~ N SGHE LE ~X , SCIATES, INC., P.A.
MINItAN TAI TER GONDITI®N 0
OMEWDEVEL.oPEw CONSULTING ENGINEERS & LAND ;SURVEYORS
IU PIPE 17F516N Q DISCMARSE VELOCITY SIZE STOIC SIZE a A% SIZE t 1 w ( C P S ) O-FULL ( G f 5 ) V - f R - L cif L x w x V d5O (IN RIPRAP NEWGO LAND, INC.
a I 8X12 80X 18'1.41 181.41 8.20 5 x 21,_9" x36 18 2 P. O. BOX 9696 P.O. BOX 9623 PHONE: [phone] &REENSBORO, W., 2142q CONTACT: JOE 6 0NZAL ZAl.ES 1306 W. END V AVE. OR 336 275-8084
CONTACT:
z PHONE: 036) :2e8-a3a3 REV. 5/14/10 GREENSBORO, N.C. 27408 FAX: [phone]
~a ~ REV gi9ioq FIRM LICENSE C-0551 e-mail: hco®triodbiz.rr.com