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HomeMy WebLinkAbout20100684 Ver 1_Stormwater Info_20110307@McGM A S S O C I A T E S March 2, 2011 Mr. Joseph Gyamfi, PE North Carolina Department of Environment and Natural Resources Division of Water Quality 401 /Express Permitting Unit 2321 Crabtree Boulevard Raleigh, North Carolina 27604 DMAR v 7 2011 DENK . YvAi rti QU&ITY WETLAvDS AND STORMATER BRANCH RE: Stormwater Review Foothills Commerce Center - Phase One Cleveland County, North Carolina Dear Mr. Gyamfi: We are in receipt of a comment letter dated February 9, 2011 regarding the subject project from Ian McMillan. We have addressed the comments in the following manner and in the order in the letter: a. We have calculated the number of herbaceous plants required for each Wet Detention Basin based on the criteria in the BMP Manual and showed a distribution of three different species for each half of each basin shelf. b. The planting box on Sheet C-508 has been revised to show only herbaceous vegetation and does not provide for any trees or woody shrubs. c. The plantings are to be at approximately 24" centers as required. d. We selected plantings from the approved choices in Chapter 9 (cattails were removed from the list). e. The local nursery supplier for the native plant species is called out on Sheet C-509. Two copies of Sheet C-508 and C-509 are included with this submittal for your review and approval. E n g i n e e r i n g • P l a n n i n g F i n a n c e McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 55 Broad Street, Asheville, NC 28801 828-252-0575 • Fax: 828-252-2518 Mr. Joseph Gyamfi, PE March 2, 2011 Page 2 of 2 Please contact Dale Pennell, PE, or me if you have any questions or concerns. Sincerely, McGILL ASSOCIATES, P.A. 4kxAl? CLAYTON R. MORRELL Senior Engineering Technician Enclosures cc: Mr. Rick Howell, City of Shelby (w/ enclosures) Mr. Brad Cornwell, City of Shelby (w/ enclosures) Mr. Dale Pennell, PE, McGill Associates, P.A. P:\2009\09.00116\Letters\j g02mar l l .docx / - - - - alo- ~ - - ~ F r - . - - r - _ _ _ PI® Al , s / ; . ~ - V TICAL 6CAlE 1 X2'•0 _ SCAB :1"=2Q°~0" _ _ - ~ _ - ~ - ~ SGAE ;1'~~ ~a~,a ~ , _ - 4 MQ~ QNTAE _ / , r ;616 ' r - XI N R _ ; ~ ~ l f _ _ - ~ - ? / I 4 ~ ' ~ P F ~IPRA EMS ENCY OVER / ~ ~ 1 ~ ~ c 616 ~ ~ EE A AID SHEET i;~ f .HEFT N 616 ~ - ~ ~ AI ' ~ ~ ~ i ~ ~ ~ ~SE~ "pETAIL, SH,1" ~-~Qj , ' - r. ~'r ; ' / r ~ • ~ . 1Q ~ r ~ " ~ ~ ,r ~6 A MINI~EQ MP r- ~ / ~ X14 / , / r ;r 614 a - / r ~ ~ r y1y PERMA~d~NT POQ~,~ 1 ~ . , . A~ °cg R UNp r ` ROPOSEQ G 0 _ _ - - , , a ~ ' ' 812 ' ~ a o 12 4 4 p ~ I ~ r / t ~ 4 Q a _ , a / ~1~ ~ ~ i ~ / / q r ~ r ~ / i - - , - a a a 610 } 610 T ~ ~ ~ ~ P , . MP,A > p o , ' r 1 ~ ~ ~.E~. ~09e _ _ , , ' . _ ~ ~ ~ i I, ~I - _ - - t t q / p i , 1 t 1 ~ ~ / _ , P y2~' r-~' `e~el11tt11111J/l e ~ t 606 1 1 , , , 606 ~ ~ ~ ; RMANEN'T POOL. ~ 1 _ t 1 ~ , , . 1 ~t°4N® SF ~ ~1D' WIDE / r ~ / q... Q~5 ,'r ~.sa~\\Q+o®oooo<yoeo~~'ei~® LEV> 8Q7, , ~ 1 ~ rVEGETATE~ SH~L~~ ~ ~ ~ ~ o r o r ; °,'L ; ~ ~ , ! TEMPORARY r ~ ° / X10 i 'Q_; ,~~~,J ~ d. ; ~ ~ ~ r ~ w~ ~ ~ ~ ~ 1 t SILT FENCE ~ ® t 606 1 606 , t o - t t ~ 4 t 1 1 t 1 _ t ryA i d` ~ ~ / / / L r ' / eel 11111,`` - RtEI£f- f , ~ ,g2 r t ~ t ~ 1 t 1 604 l t - , _._~,_1.., . 804 t 1 ~ ~ r / t ~ ; ~ ~ ~ I V. ~ 06, 0 t t t ~ N t J,,, / 799,90' - - 1 - ! 1 t 1 ~1 1 t ~ t 602 ~ - 1 ~ i f / ~ --a,..,,p , _ t r 1 ai ~ ~ oar r ~ ~ ~ ~ ~ r'~ REINFORCED t?~1~RS10N~~~ 4 ALUMINIZED 1 6 ~ 2 ~ i ~ . , ~ ~ ° r ~ ~ / , ~ r , DITCFI -M-ATTED WITH N, A.G. CMP _ T _ _ _ _ - ~ _ 1 - , r ~a~--~~ , -P550 OR APPRQVED EQUAL pAYLIG T t `L'' PROPOSE.-'" r r / ~~iA~,... , / , , 1 ~a 1 ' 600 1Q GENT NITS RIPRAP'"F0RE8AY ~ ' ~ , ~ - .y _ O~ ~ . "HEIR ' 600 . CL Y LINER ~ 1 1 , / ~ w~~~t / o~ ~Q~ - - / ~ ® ~ r _~e._.___ - ~ / \ is ~ . ~ .,G ~ ' ~ .,o ° ~ / ~ ~ f i ~ - \ ~~~~,.~ao 'MAIN,T~ENANC~AC~E'SS ~ ~ \\0 +0 12+44 9 2~h$0 ~ . , 11~ 11•h6 1 _ DRAINAGE EASEMENT 1 00 10~ . 0#~I~ '~•~6A O+ o. ,...:Row, ~ ~ \ - a F;~ _ ~ G r- ~ ® ~ ; A@ti' r i ~ ~ l r ~ r ACA , ~,~®~'Wo'1 , ~ / , i l i ~ ~ i ~ Ii ~ j ~ i ~m'a .m5m v..m e.® - ~{E TICAE-SCALE. ~-~2 _ HORI ONTAL SGA ,1 ~2Q-0 r O PRAP~F`OREBAY rr / '"",,~~,°~.°°r~o~-~,..,A.~~.a_~~.~.~.®~oa~~.._.,....~~~ ~ WEIR i 674 ~ ~ r REINFORCED DIVFyRSION ~ _ r r r 87~ i ~~IS NG ~rR9UNp I i I r r , ~ P550 pR AP~OVEp EQUAL ~ d r , _ _ - - i- i , _ o ~ I a~" , ____T ~ X59.1 Q ® 865 r ~ _ 672 I ~ ~ r ~ ~ ~q TEMPORARY ~ 72 i / 3 ~ $64.50 ~ _ , I ~ ~ ~ ~6Q SILT FENCE ~ _e_ - ~ , X / 860 ~ MINI ED GMP 6 A U 3 ~ / - - 670 ~I ~ a r a Q ~ r~ MAINTENANCE~CCESS ~ J 70 a, i Q PO i i r RIGHT°-OF SAY m I o ~ / ~ 4 ~ I d / _ _ /i 66~ 868 / I/ ~ ' ~ 3830 SF t 10' >NIDE I ~ ~ ~ ~ ~ ~ ~ / a ~ VEGETATED SHELF) I p¢ w Q w o J o / / / Q ~®QUOUu.o ~ / I 666 / ~ 866 ~ PERMANENT POf3t TG, RARY , 0 041; , , . ELEV. 663.6 ~ I . - ~ 1' i 2,O" ORIFICE ~ ~ 1 (SEE DETAIL SHEET C®50) ~ _ I ~ EL Ve X65 _ - - - - _..._v...._____ _ i ~ REINFORCED DIVERSION d ~ , ~ 557°10' ~ ~ DITCH MATTED WITH N.A,G. a 0 t 864 o P550 OR APPROVED EQUAL i ~4 ; i _ ~ ~ 9~~ ~ l • / by r PE MANENT OOL ` t I ~ / r r ~ - / l / / y / - ` / d , ~ t I ~ m ~ ~ EL V. 863.5 ~ ~ _ - - - / ~ ~ a _ _ _ , I , m - - - - ~ 1 / i i I , ~ ~ ~ 1 / I ~ i ~ j i... / / a ~ ~ 862 ~ j 862 ~ ; ~ l ~ , 1 ~ P 7 ! I i ® 1 2,0 QRIFICE 562, 5 A ~ o _ ~ - I ~ ~ - - - 9 ~ J ~ ~ , ~ ~ N i I 1 - ~ 866 ° ~ ,.5 ' t ~ t 868 ' I r - 1 860 i ~ ~ ~ INV.-B 2,Q ~ r I 660 ~ 5 ' %u , - - o r _65,6Q> 'a ! / ~ / ~ ' t i ~ ~ r ~ t - _ . _ r - - 6 RAC- - - 6y,~°°• RObY-.* - ~ Qo~-~ .....a...-. ~ RORIA„> Raw- - ` ~ ;~-A °o, ~ / 965 i ~ / 856 ~ ~ QQ ~ Q5~ fl 1P ~10 G NTONITE , I ~ t 24 ALUMINI7E 1 P OLAY LINE s ~ / , DRAINAGE"BASEMENT ~ / z _ OM-P__T~ _ - ~-d-- - - - ~ ~ EMERGENCY OVERFLOW 1/ DAYLIGHT m ~ / ~ ` RIPRAP EMERGENCY OVERFLOW ~ 856 r ` tbtt Ut IAIL., Mitt I L,-DUl 0) q 2125/11 CR STOR WATER RESUBMITTAL FOR NCDENRID (FEB. 9, 2011 COMMENTS) 3 1111111 RHH STORWATER IRESUBMITTAL FOR NCDENRIDWQ r-ry , r. 0 0 2 11116110 RHH STORMWATER SUBMITTAL FOR NCDENRID p ' 11 a 1 1119/10 RHH REVISED ROAD WIDTH AND SEDIMENT BASIN GRADING NO. DATE BY RE'JISION DESCRIPTION 9+0 10+A0 10+40 1A+8A 11+20 11+6A 12+A0 12+40 12+80 WOR MINIM \ ~ ~ i . ` ~ _ LENGTH, L ~ . I } NFORCED DIVERSION ~ ~~D-; ~ DRAINAGE BASEMENT, } REI ~ ; ~ p • I I ~ ~ pITGH MATTED WITH N,A.G. , i°1 ( U I TEMPORARY ' w-' t P550 OR APPROVED EQUAL p~ ` ` ~ VERTICALS ALE;1"®2°-0" } ~ i ~ ACE.1 ~~Q 0 SILT FENCE ~ \ rR I 1 I . \ -I-~`` I ~ 1 PRO OSED GRO ND 1~1~ t r I ~ _ _ \ i I _ , MAIN POND , . ~o I } ~ I I - t _ I • } _ ~ t , EMERGENCY ; ~ OVERFLOW k , ~ ~ ~ ~ F~. ~ , ~ ~ , t X12 X12 ~ (HARpENED) ~ ~i c5 ~ \ , kid ° ~ f 1 l 4 \ 1 ~ _ - I a _ 6e, PVC MOTH, ~ t I 91 T ~ ~ fi PVC ~ t ~ ~ ~ I ~ ~ 1 \ ~ , ~ ~ ( i t ~ ~ ~ t 1Q ~ 1 t ~ \ ,I ~ t t ~ ° ~ e U 1 ~ \ ~ /P ~ v ~ ~ 1 ~ 36 ALL 36" ALU INKED CM ~aR AY ~a> FLOW PATH x i ~ 1 ~ ~ A - - - _ - - - - 1 ~ - b ~ \ 1 I °a ~;1t RIa O . D ~ ~ 1 1 I BOR FORiaAY BERM ' ` ~ ~ t ` ~ ~ ~ ~ 1 ~Q tI 1 ~ t ` t 1 ` 1 t t ` 14° V~GETATEp SHELF } ~ t t~ - - - - - > > I t 1 ~ ~ ~ ~ ~ - VEGETATED SIDE ~ OUTLET STRUCTURE } t I ~®6 oar ~ ~ t ~ ~ ~ ~ 46 ' 1 3 ~ ~ ~ TEMPORA Y POOL , ~ , , , , . 79~>1.01 ~ , t. ` • \ ELEV° 0 .5 „ NOT TO SCALE. ~ ~ ~ g - , \ ~ I I I • t I , I ~ t ~ 1 ~ ` Q `e\`11y`n a nul,r/'' ~ ~ ~ , ~ ERMANEN POOL I~ 1 ~ LE Dxz a D~ ~ _ _ , ~ ~ t - \ ~ ~ 4` o J~ u~ d 8 a ~ ~ I o g oN® uWi~ ~S.W ' 4~ t 502 ~ r ~1 B®2 xISTING GROUND ~,o~ a ~e r '~~i~ Y®oooo°°o®w``` ~ ~ ! ; 4 ~ L V, ~OZD 75 1 t ~ ; 1 ~ , t• r f ~ ~ ._._,,.,.~,~,Q • Q r1 I1 ~~1~~~~~. 1 t ~ ! l ~ ~ ~ J 1 INV. = 02.5 ~1-_ 1~ ~ p a ~ .c~ ~ c~~~' -I ~I_=1 I ,.I 1 I ~I I I--~ ~ ~ 6 `'!t i 't 1 t ; ~ 0 COQ ~ goo ii~~ii-_ a~~~ , , ~~~-„~~,,~,~~,,~_~1~~';r~~,- it iii iii iii; ~ l r 1 t 1 1 r c I s ~ I i ~ III ~ ~ ~-,,Jn~~~~, ~ , i~ _ I L~ I 1 I--III =~1 I 1=1 I ~ I I. ;I I ~~'~~w~r`~~.; j~ ~ ~-~-I I I_= I I t=1 I 1-=1 I i=''' uNDISTURBEO oR ~ I~r ',rC~ ~ .BURY ENAS ' "I I I~ I I l I ~ I_ ~ I I ~ ~ 1 I; ~l I CGNPAGTE~ EARTH LU t I } - ~t~if~ti' t t , I ! } A 1 ~ ~ ~-~fi Et ~ 12 MIN ° i I- I i I i I [~I 1 I~ I 11.= I I III I I I~ I I 1=1 I I III- ~ I ~ i- 1I ~ =.11 I~ i l I, ~ ~l I ~ I 1 I I I;~ 11 ~ ~--ii i r~ ~I t ~ ! 795 ` 1 6 CLASS B RIPRAP LINING 791 (UNLESS OTHERWISE NOTED) LL17 ~ S ~ ~ t - I PERMA~CENT POp ; ~ } 9 ~ FILTER FABRIC (MIRIFt 1~0 N OR EQUAL) ELEV.- X03,5 3 1 } I , } I ( 1! OVERLAP EDGES 12" MIN. WITH ANCHQR ~ I i ' I ~ ~ RIPRAP FC EDAY I I I I I~ WET DETENTION BASIN No, D Z LINING PINS EVERY 3' ALONG. OVERLAP I ~ PI WEIR I ~ ~ 796 ~ -10 BEN ONfTE 1 ~ 40' 1,5' 3' CLASS B RIPRAP N ONfTE 7~ I ~I } ' } I iI C AY LINER ~ 3 2 _ _ 10' 1°5' 3' CLASS B RIPRAP 1 } I ~ 3 I I ~ ~ ~ 52' 1° 3' CLASS B RIPRAP ~ ~ i, c ~ I I ~ a 9~SQ 1Q~Q0 1Q+4~0 10+50 1~+20 11+fi0 w I ~ I ~ } I ~ w I ~ ~ i I EVISIQN DATA w NOVEMBER 3, QQ~ _ n ~ ~ i ~ I _ ( ~ a I 6 SCREt~ TYPE PLUG MOUNTED 4N TEE 3 I 2°' r,.' i,,, ~ ~ ~ i 'I 1 i ~ II 3 P NT LIST/'TAi3LE ~ I ~ I i ' i 1 I I ! I I . ~ TEMPORARY POOL. i K~X~ BQTANIE L ~NAEN ~ TITY(l~s~ ~ ~CQNTAINEIR P LATIN J10~ N TYPE SEASON } I I I i0 } l 1 I I TRASH RACK I " DETENTION BASIN ~ . ..................................................~.,....m... ` I I 6 TEE STUBBED INTO RISER t I I I I (SEE DETAIL SHEET C-503) ~ . NO° 1 NO° 2 3 I ~ ~ ® I ( 1, ® I o l ~ I 42 36 42" 36" DIA. CMP ~ O t V ~ I I~ 3 O ® >30~.90 PERMANENT POOL Eremo~hloa Centipede TAP of berm ~ 1/1 s~ 1/1Qa?sf 1~1 , sf NA April •luly and ExTEAIOR ( I I I I ALUMINIZEp CMP 1, ophiuroides Gras slo a of basin ~ . ~ 12 t I ~ llsma Water Aprlll-July I I I I j I I ~ 36 ALUMINIZED CMP I ( I ~ 1, } 1 I. ~ RISER PIPE OUTLET 2 5 X61 S~ #6 Multipot Shallow Wade subcordatum Plantain 15 I I I I I ~ ALUMINIZED CMP ~ KITH 42"x42" BO 1 I !1 BOTTOM PLATE Aprii 1-July j I I I f I I OUTLET PIPE " \ B®TTOM PLgATE bYE tTE WELDED TO CMP ~ Iris virginica 91ue flag Iris 165 161 ~ #6 Multipot ~ Shallow ware 1 POND 1:24 ~ BOTTOM PLATE t I 1 I ~ I I I I I' PONA ; 24" 6~ 6° i , I I A; 2 ~ Pontededa April ~-July I I ; \ 6 CAP N1TH HOLE ~ cordate Peckerelweed 1S5 161 36(# #6 Multipot ~ Shallow Wate ~ a ~ DRILLtaQ FOR ORIFICE F 10'WdD I i I I 12 ~ PiugTray Ce01s w 56130 S ~ ( E , I ~ i ~ I I I {I ~ VE~ETATEp SHEL I i I i ( I ~ Asdepias Swamp Spring- ~ I ~ J$S 161 3 9~" dia x Shallow Uand _ i ~ Incarnate Milkweed dee cells summer ~ ®g ~ h ~ i I I! 12 ~ I 4 ( I ~ a ~ ~ ~ / ~ I Plug TrayCehs °o N ~ ~ w w ¢ 24 Lobelia Great Blue Spring- ~ m m ~ 6 165 161 36A (2" dia x 4" Shallow Land q J w ti r / / I A' p V h I I ~ I ~I e 12". n stph~liti~a lobelia summer ® w ~ dee cells • : ? w ~ ~ g i I i I~ "~a. ae ~ e I ~ PROPOSED 4000 PSI CQNGRETE 1 ~ ~ j I ' / I 1 ! ~ ~ I -------------POND EOTTOM--- Hibiscus Scarletrose Plug TrayCepls ~ u,i C7 ®C? ~ ~ o 7 l6S 161 36 l2" dia s A'° Spring Shallow tend m ~ ~ 0 ~ ~ W o I r ~ ~ BOTTOM PLATE WELDEp TO CMP - - - - - I I ~ ~ J 3 coccineus fallow summer ®®D U ®U u. o deep cellsp ~ 1 1 ~ ~ t I j I ~ ~ / f I I r ~ ( I ! ~ o Note I I i' f` I $ I 1 / .I I I ~ ~ } I ~ Plant Supplier is Stoned Poent Nurseryi and Farms, NCDA IJC. #SS91 m. ...~n.., w..,,..,.. . l I ! ~ / I / _ 0 T i ~ ~ ~ ~ i I / Control of invasive weeds, animal end vandal damage, mulching, watering, and mesh ortube protection replacement, I i ~ ~ 1 ~2„ shall,be im~lernented o the extent needed to ensure plant suwival , I 3 l I ' i R~ TYPE LUG MOUNTER N TEE I ~ I 6 SCE P O °1 I r ( All plantings shall be warranted for two years. At tl~e end of the first year and again at the end ofthetwo-year ~ t ~ ~ ,warranty.period, all.plants that do.not survive must, be repiaced,~ith thesame plantings . . . . . ~ 3' g ~ 1 4 ~ r ( i ~ TEMPORARY POOL I m 3.5 ORIFICE i NOTE; ~ i I SEE DETAIL, I I ( ! ' I ~ , i " ~ 1 I ~ I TRASH RACK ~ i 6 TEE STUBBED INTO RISER 1. KEY NUMBERS SHOW LOCATION OF VEGETATIVE COVER. FOR SPACING OF PLANTS, SEE CHART ABOVE> ~ SHEET -509) ~ ~ ~ P l i (SEE DETAIL SHEET Cp503y i Q. ' ~ \ 1 11 I ~ ~ ~ ~ 42 3E I I I 42'° 36" DIA° CMP i I ~ PERMANENT POOL r i I ~ • ~ r ~ I ~ ~ MIN ® I ! ` 36 ALU IZED CMP I \ JD ~ ~ I ~ ~ I ~ 7 2 ~ . I I ~ I RISER PIPE OUTLET N l ~ " „ i I \ KITH 42 x42 ` ` \ ~ BOTTOM PLATE \ ~ \ BC rn > ~ ~ ~ ALUMINIZED CMP ~ 80TTOM PLATE........ a 1 ~ ~ ~ OUTLET PIPE ~ BOTTOM PLATE A~ ATE WELDED TO CMP 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AS INDICATED ON PLANS. ~ ~ , t POND 3:18" » ~ 6" ~ $05.74 ~ t 6 ~ " 1 6 CAP KITH HOLE ; I 'T` ~ 1 ~ DRILLER FOR ORIFICE PROCEED WITH GRADING, CLEARING AND GRUBBING, SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILISATION. ' ` ~ m j p } ~ I ~ i ~ ~ a: < 1 i 1" INSTALL ~"-90°' BENTONITE CLAY LINER COMPACTED TO 957 STANDARD PROCTOR, I ~ 0 1 I ~ i o " 4° INSTALL OUTLET DEVICES AND LANDSCAPING PER THE PLANS, , ? , ~ 4 24 1 d- v ~ I , A• a a 4 1 a C 1" , 5. WET DETENTION BASINS SHALL BE PROTECTED FROM SEDIMENT UNTIL TFIE ENTIRE DRAINAGE AREA IS STABILIZED, g buo.~)v IF PROPOSED 4000 PSI CONCRETE PROPOSED 4000 PSI CONCRETE ~)"A REINFORCED DIVERSION 4 ® BOTTOM PLATE wEl0E0 TO CMP POND BOTTOM q 2125111 CRM STORMWATER RESUBMITTAL FOR NCDENRIDWQ (FEB. 9, 2011 COMMENTS) AINTEN _ _ _ _ _ _ _ _ _ _ _ _ _ _ CE ACCESS DITCH MATTED WITH / _ _ _ _ _ AN, RIPRAP\'EMERGENCY OVERFLOW RIGHT-OF=rWAY N.A.G. P550 OR g 1111111 RHH STORMWATER RESUBITTAL FOR NCDENRIDWQ T. SEE DEVIL, SHEET o 509) ; f APPROVED EQUAL DEUNTIOR,,,B~AS&N 11/16110 RHH STOR WATER SUBMITTAL FOR NCDENRID 11 1. iIN 3 1 1116110 RHH REVISED ROAD WD-1 N AND SEDIMENT BASIN GRADING o~\ _ SCALE: 1"=20'-V' NOT TO SCALE N0. DATE BY REVISION DESCRIPTION