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HomeMy WebLinkAbout20050675 Ver 1_More Info Received_20050527 Blackburn Consulting Engineering 234 East Main Street Clayton, NC 27520 Phone: (919) 553-2900 Fax: (919) 553-7298 May 27, 2005 NCDENR - DWQ Parkview Building 2321 Crabtree Boulevard Raleigh, NC 27604 Attn: Ms, Cyndi Karoly RE: DWQ Project # 05-0675 To Whom It May Concern: FILE COPY Enclosed is a new page from the proposed plans for Moss Creek Phase 3 and 4 and some calculations showing proposed level spreaders on the site. Also enclosed is the letter from NCEEP for acceptance of payment to their fund. Sincerely, ?nA -./..? `J a6k Sean P. Hein, PLS W @ fl MAY, 72 !?D "?DSAND SAQUAL/ry ? rER'QftCH cn I I < I m rn ! m I?_ r D? ?O! ccnn m -? - ZZ! rno, m? z Cl) z L -- N CO ri::? > O cn ? ? ? j of ? I II oI I i? co N C/) 1 o ?'I rI CD -Np I o 0 m rn' PO; r' I I cn ?.I li ?I I I< ? II I I I I oillllilll <i I I ? I N -? ; II - Dm ?Ip, ', I I II m ? I ?J I I I ? I? I D Q ?J <! I rn I NINA C/) .A ? ID I Ct,) j m I I ?i p' m < CQC N = G W O m 0 I I I I II I I I L I It rEcosystem PROGRAM Sean Hein Blackburn Consulting Engineers 234 East Main Street Clayton, NC 27520 Project: Moss Creek Village April 29, 2005 County: Johnston The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NC EEP will be approved. 'This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401 Certification an invoice will be issued and payment must be made. Based on the information supplied by you the impacts that will be mitigated are summarized in the following table. River Basin Wetlands Stream Buffer Buffer Cataloging (Acres) (Linear Feet) Zone 1 Zone 2 Unit (Sq. Ft.) (Sq. Ft.) Riparian Non-Riparian Coastal Marsh Cold Cool Warm Neuse 0 0.30 0 0 0 0 0 0 03020201 Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1:1.5 ratio). The magnitude of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Carol Shaw at (919) 733-5205. Sincerely, Willia . Gilmore, PE Director cc: Cyndi Karoly, Wetlands/401 Unit Kevin Yates, USACOE - Raleigh Eric Kulz, DWQ Regional Office - Raleigh File R.P,stor ' ... E ... Protect' OtW St-a t& © A WDEE R North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net CIRCULAR y ~ y ~ y y - ~ L 3.~ y ~ y y y y 5 ~~~q§~iu1p1)1sa?Z y 1a, y y y y y y y y y R= 350.00 y y y y y y 20' pR1Vgr y y y 5 y y L= 341.08 qMD DRgtN DRg1 AGe r, 1 y ~~r~~,ad~ y y ~ ENO y q ~ ~ EM > uru ~ ~ ~ y .t~P~y~J1Sgr _ 0~ y C = 327,74 ENT nr~Op d~Sa y ~ y 8~1V~~ ~ ~N~ y l~P y Neus,r iv ~ AN w " ~ ~ (MEAg RED gp 1PARiAN 6UF ER ~ F y 4 y p 5 y FROM ST M ~ `;,Q ~ : ~ N y goo ~ ~ R~ ; ~ y A ~ ~ ~ c ~ IN s : 6A 65C ~ ~~U~ 3 P y BANK) .~d, °ab~ r o-~ U ` 4 bae"mp e~ ~ y~ ttg 2a 0,42(WINDING JI40 D) 3 65 4 y , 1 9(ALLEY 63 6~' MH#20 INT STA: ~~°~~sa~~~aas~~'s"~`~ 0 MH#20 STA:18 69.75 19+70.1 (WINDING aoo)- IRCULAR 0 STA;17 .75 63A 25 6'LT 6'LT 10+00 LLEY83-65} = 16°22'13" 66A CB#26 =0.99AC 16+ OP=327.38 T = 33.55 ~ OUT=323,4 `'o. INT STA: o0 4 4 R - 3 0.00 q 16 34.48 NDiNG OOD = 67 ( ) ~ = 25 15 10+0o LLEY 6-70 ~ o s ) , H#2a7 4 c = 249. 4 ~ ~ ® ` STA:20+28. ' 6 , t:a y~, P 6 0 ~ ~ 6'LT INT ST , 4 F~ MH 210 s 4~KCP Cp b- g-{, ~ ~ 2 T STA. 20+5 .28(WIN NG W000)= 15 9.42( EY 42-45} 28 ' LEVEL oD ~ ~ q\V 6A STA:15+39.79 LT , CB#2 A=0.44AC - ~ S :18+34 TO =325.86 19+69.85{W NG WOOD)- 5 r , ; ~ pE, (WINDING WO ) ~ ,a' ' READS ~ N P - 19+ . 3 ALLEY 46-62 'fir ? v~ STA;10+0 -321.2 0 =321.0 ( ) , ~ < 44 MH#202 ~ 6~~ (OUTFALL C) C 31A # 4A \`iP - ° ~ T ;19 T =3 .1 :19+82 TOP=324.37 ~ - q STA:21 8.26 8'LT ~ F PR p S A 08 2 1N=319.5 OUT=319. E~ ~p a 1N=3 0,4 0 T=3 .2 r,~~` , (WIN G WOOD) p~ ~ 61 ~ S 69A 1 s ~ 44 S :20+29.9, ~'p, ~a ~ OSS CREEK EAS 2,~~ W ~ ~ ~ ~ . ~ 62 ~ 2A o P q,d ° ~ i STATION• ~ W C~ 4~ 69 A 46 8 : ~ , 8x6 `f CB# A ~ 8 x8"T E ~ 21+56.3 INDIN ` ~ 0 R Rw tfJ MH~211 ~ ~ 6"GV CB#27 DA 0.46A STA:1 +58 TOP=326. CB#32 FH CB#32A 8"GV , ~ 3 20+2 . 1 {MOSS C H D" 6J STA;1 +56.89 ~ A:16+81 TOP= 7.38 IN= 22.2 OUT=322. p~'- TAc 0+46 TOP=323.7 7A \~P = 6 LT N=323.2 OUT= 23.0 ORP C 36 DA 0.30AG 1 18.8 OUT=318. ~-r 60A ~ - +46 TOP=323.74 Bry 43 ~P5 , ~ rn ~ 318.8 OUT=318.6 " 4C ~ ti - STA:18+ 3TOP-325.12 _ 632 DA=0.40AC EE RCq 43.A OUT=31 ~ U ~ \`lP~ ' IN= 1 T= 19.7 632 DA`0.40 7® ti CB#25 =0. ~ , Pg 3 9 OU 3 TA.21 09 TOP-323, ~ STA:14+5 TOP=330.98 ~ p IN=3 .0 OUT=31 1 09 TOP=323,10 " tf-: ~ p~ ~ =3 .0 OUT=317.$ 8 GV 0L~0 ~ ~ ~ ~ ~ ~ ® - 9 2 ~3 IN=327.2 T-327,0 1\ CB 3 DA=1.11A( p INT TA; S •19+75 P=323.5; L 120 LEV L ~ H ~ X75 P=323.57 f. • ~ 2~ ,n~;;. ~ a ti 6(DOUB~E)DA= . 2 SPREADER Q q 14+ .36(WINDING W OD} ,~Z ~ ~ =319.4 UT=319. 20 =10+ 0 ALLEY 58-59 47A .~y ~ 119.4 UT=319.2 ~~2+13 TOP- x.1.85 , nn ~ ~ O ~ ~ IN-317.1 O -317.1 - W ~ O ( ~ ~ y ~ 46~ '11A ~ 71~ . ~ ~ ~ 47 ~ ~ ~ 5 A ~ , T t~ ,.1'~ 2 P ~ ~ !d qs ~ ~ ~ U C~ s 9 59 ~ MH STA: ~ C~ ~ .22+21.37 23+00.75(WIN 0 KEYMAP - 1 "=1000' ~ MH~21 5C? ~ .QS ti 9 ~A 7.7 5A ~ 71 C STA:10+ 9 <v F 6,LT `3` V X , \D ~ 41 ~ ~ e,o'LT 10+00(x. ~ _ ~ .~`0 y5 ~ CB#24 DA- ,14AC l ST 10+43 TOP= 1,63 4~ ~ A~ INT STATION: l 327.6 OUT= 7.4 S A:19+75 OP=323.57 ~i i ~ IN=319.0 UT=318.2 //4 ~ v 10+00{WINDIN WOOD D = W ~ ' OUT=314.0 A ~C" 18+62.41 PINEC OFT DR 9 ( ) 0 57B ~ - MH 2 CB 2 DA-0,72AC # q,1 OA=O.24AC ~ ~f,5 MH#6RT STA: +18 RIM=321~0~0 GP O~,G\).~~~~~~ OUT=314.0 v2 STA;13+5 TOP=334,12 49 A:19+37. A:19+37.96 IN=31 .1 OUT=3 0 OUT=330.5 ' ~ 6' a ' 0 B~38 DA=1.3 ~P~C~E ,8 't'~ C6~40 DA=0.20AC ~ l STA:1 85 TOP=320.8 ~ STA:23+18 TOP=320.1 56 A 5 a 57A L/ L~ IN=3 8.5 OUT=316.3 ~ ~ ~ h~ IN=315.7 OUT=315,5 d L5 40 56A kZz C~ 5 . ~ A ~ ~ ~ 40~ S~t~E~~ ~ ~ PROPERTY UNE ~ ~ STATION=23+39.08 ~ ~ QOE55 ~ ! ~ N (BEGIN CONSTRUCTION} 3 ~ 55C 51A ~ ~ INT STa; REMOVE EX MH 9A ~ s REMOVE ® Dl G WOOD= EX BO ~ ~ STA:23+43.95 X 55 G~' E BO 5 P\~AG~' .41(ALL 32 EX $"GV s ~ 3.1' RT V P\~tA 8"x8 TEE ~ E ~ ~ LET~41 ~ 3 \~P~ a P~ i r ~ °~,~1 DA=2.27AC SCALES: / tip 3 55A IPE INV=317.0 ~ 1" =50' HOR ( J . ~ ~ Z 0 _ _ _ ~ U . W ; H 350 . Q o N ' ~ ~ 31 B/ 2.5 ~9.SA 6 C ~ C RVE LEN=1 0,00 350 + + ~ K 47,9 ~ r ~~9<5~i „ " Q d ( L S 1.5 1 p U ~ °o~ H Z ¢W F'.J N~ 345 ~ ~w 0 F- J o 345 ~ o . o ~ o ' H C RVE LEN=1 0,00 340 ~ o~ aN m ^ 340 0 -m ° ~ ~ ~ ~ ~o r` ~ o Iti ~ . ° ~ ~ VPI TAP +50.0 a ~ ~ ~ ~ ~ ° C0 + VP STA P1+7 .00 i i ~ > • ~ . 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