Loading...
HomeMy WebLinkAbout20080756 Ver 1_Site Plan_20080429ENVIRONMENTAL SERVICES, INC. 524 S. NEW HOPE ROAD RALEIGH, NORTH CAROLINA 27610 919-212-1760 • FAX 919-212-1707 www.environmentalservicesinc.com April 28, 2008 Ms. Cyndi Karoly NCDWQ Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Re: Proposed Isolated Wetland Impact for the NYLO Hotel Site, Durham, NC Ms. Karoly: 08-0756 ER08-037 ESI is submitting this notification to the N.C. Division of Water Quality (DWQ) on behalf of NYLO Hotels regarding proposed impacts to a 0.07-acre isolated wetland located in Durham County, NC. ESI met with Eric Alsmeyer of USACE on April 15, 2008 and it was determined that the onsite wetland is isolated from other Waters of the United States and is not subject to Section 404 jurisdiction and permitting through USACE. It is our understanding that this impact (0.07 acre) is under the notification thresholds for DWQ's Isolated Wetland and Surface Waters Permit and no further approval is required from DWQ other than possibly a Certificate of Completion. The attached site plan depicts this isolated wetland and the proposed development plans. As always, thank you for your assistance. Call me if you have any questions. Sincerely, ENVIRONMENTAL SERVICES, INC. Jeff Harbour Ecology Division Manager Cc: B.J. Patel (w/out attachment) FLORIDA 0 GEORGIA 0 NORTH CAROLINA • SOUTH CAROLINA 0 MARYLAND • OHIO j M U X Q .J 00 M a Ze5~5 m~ V ZWmww (0a0 ZWM>Z CmiOmf W s5 -V MF i I a z (n c.) n n waZ ^t. (D to a rn V ~U) U) (Z*,) ~v V z _RIAL POINT LLC ~z L CNJ IMPERIAL POINT L DB 2226 PG 359 DB 5082 PG 78 5082 PG 783 Z ' 0: 5: ° o PB 136, P 95 PB 175 PG 40 B 175 PG 40 a: cnOch v'cQia N PIN: 0747-01- 5-4061 PIN: 0747-04-54- )747-04-54-2919 Rn it W ex. asPHAlr ~ COMMUNICATIONS STRUCTURES INC. ~^a i ~o Ir zoo wzr- PR ` DB 2324 PG 281 G~o 0~ QO~G,~ o~aok. ~ ~ PB 143, PG 127 ~ o~o~ '~'g'~OQ ~ PIN: 0747-03-44-8907 ~F' ~ 5~ rr ~ ~ GO d FLUZ O O J ~ a Nom} } i' . ZZJZg O 0, ~ J ~ I i' O /~P ,rte ~ U! ~ Q ~ I i O m m to :Z vj04~ ,k ry p /qP ~ 2 W ' ~ I I' ~ ~ ~ I'~. I' " Y N / O Ff ~ ! j X11,, O W Sz~~1= F®c~ U c 80 _ oP I I i Yc Y 9 m v ~ J i fA V) ~ x o F. F I. W ~ in z °z C O A J ~ ~ C M I~ V z 5 / 7 P ,`t- O i LLI 1P ~P '~P ~ 1~ t Lu z ~P _ ~ - \ 40 \ ~ ~ a CONCRETE FlLLED PIPE GUARD ~ ~ \ Z w a POST E%TEND 24' INTO \`~x ~ \ , , < • FDOTING. CONTINUE UP TO 42° ~ hP ii•' ~ / ~ \ ABOVE FlNISHED GRADE PAINT ~P `p.~ ° • 0 N C n \ ~ ~ \ \ SAFETY YELLOW - (IYP.) EX. WETLANDS r} ao~o ACRES 3D3ss4 S6T. ~ ~ a' F+ DDORS TO BE ALUMINUM MATERIAL TRANCE/ ~ ` 9s q AND PAINTED 1T) MATCH A COLOR ~ ~i•' ~ s Sp "1 TED WETLAND NOT SUB~CT ! EXIT to ?i... 0• , \ 6 COMPATIBLE WITH ENCLOSURE WALL ~ SOLA qP © A '9(T 9SA \ MATERIAL TO SECTION 404 ,XlRISDIC110N ~ ~ \ . PURSUANT TO APRIL 15, 2008 P a ~q 8" CONCRETE SLAB ONSITE USACE RENENr ~ ~ ~ O~ \ 'F \ ' R RONFORCEMENT W/ 6X6X1.4X1.4 W.W.F. ON 4 ® ~ ~ \ \ \ COMPACTED SAND BASE Ig' 17 C ~ A Q ~ \ ~ \ ~ ~ P • ~ Dc o 39 1X6 WOOD GATE (WHITE • ~5,. \ C' \ ~ J ~ CEDAR) W/ ANGLE FRAMING P ~ 9~, ~ ~ 0 99 \ ~ . ~ \ VARIABLE F ~P ~o ~0 . ~0 \ ° WIDTH I' 0 -ll ~ ~ \ ti 'cS , , Q• ~ ,..F.•'~ ti EASEMENT NT 24 HOURS BEFORE PLAN OF DUMPSTER ENCLOSURE P/ ,~P Q ~ti y° o ~ ~ ~ l~ 0 ENTRANCE/ \ ~ \ YOU DIG CALL ONE CALL P ~ EXIT \ ~ \ ~ '~•~'t• ~ ENTRANCE 1.800.632.4949 (TOLL FREE) TREE PROTEC71 / ~ \ ° ~ 6• .,f EXIT \ FENCE, TYP. , p . r•.f ~ ~ ~ ~ ~ - 8 BICYCLE • J ® ao ~ ' y~P 0 ` ' t PARKING SPACES \ ~ k. ~ ~ ~ • ti "4 LOOPS" SEE DETAIL \ o r BASE TO BE CONCRETE. - ENTRANCE/ ~ ~ P . HAND (~:A EXIT ~ ' • PARKING SIGN: ~ ~ DETAIL r•.. 6 BICYCLE , ~ ~ I / , ~ PARKING SPACES • a .'w• R0. Z ' • '3 LOOPS" SEE ~ • ~ CROSSW ~ • y DETAIL. BASE TO BE ~ • • ~ ` ~ RAMP, TYP. 0 8- 0 7 5 6 Q J TRACT "H 1 " CONCRETE. © i ~0. C o PETULA PROLIX DEVELOPMENT CO 9 MAIN.. , DING J n= DB 3051 PG 925 -t _ 1 PR ENTRANCE/ 0. HANDICAP ~ P~~ PB 170, PG 55 OQ• ,~0 EXIT ~ , ° 1 ~ Q G RKING SIG Q'~, eQ PIN: 0747-03-44-7637~~A,~JQ~, ~ SEE DET I ~G ~ P s r g 0 ~ 0 ~ '0" i a V>I W 4 to a. Z G P5 Q•QPG ~ ~ P Q O P~, 3.r,e 0 Ix 0 0 now Do< APR 9 2008 oa0 GG ct s 0 0~ o~ ~A ~ ~ G ~c~q v~ 0 V;E'i_},Pti)S?3d'JS"it {\94!6;x-CRANuk O a i F Fs ~ 0 ~a s ~P ~ J Z U z i ~ ~ `Q al ~ i ~ ~ ~1. ALL DIMENSIONING IS TO BACK OF CURB. X ~ ~ RETAINING 2. ALL MECHANICAL EQUIPMENT IS TO BE LOCATED ON THE ROOF .Y` WALL AND IS TO BE SCREENED ACCORDINGLY. Q~ / ~ o 3. PROPOSED PROJECT IMPERVIOUS / so i ~ SURFACE AREA = 1.54 AC. .o F 9 y 0. _ P`~ 4. CAPACITY AND COLLECTION FREQUENCY WILL PREVENT THE ILLEGAL DISPOSAL AND/OR PLACEMENT OF GARBAGE AND / 9 °~~F 3, ~ o i F,y`~ ~o RECYCLABLES. r J j. ~I - P 0 / z Q~G~ ~ Fl ~ J Q. ~ ~ ~ i '~'y'~OQ ~ ~ ~ - FF FINISH FLOOR w PROP. DRAINAGE ARROW V OCt c~. F. I , c 5~ ~ Xn X1P 40M PROP. TOP OF PAVEMENT ELEV F.P p ~P~ tl ~0. ~ Py2 X XiC 40.00 PROP. TOP OF CURB ELEV. REVISED ~ ~ ~ ~ r XGU 400 PROP. GUTTER ELEV. FUTURE DRIVE \ x p0 I 4 XX 40.00 PROP. TOP OF WALK ELEV. X40M PROP. SPOT ELEV. 940 PROP. CONTOUR ¦ PROP. CATCH BASIN P~ 0 1 4.P • PROP. MANHOLE PROP. END SECTION "aaaaau1unq,,~i 0• I R~J - PROP. STORM SEWER CAf?04 NOrICE: ' 1o'X~o' CONSTRUCTION 511E SAFETY IS THE SOLE RESPONSIBILITY PROP. SANITARY SEWER 2;• OF olL 9 OF 1HE CONTRACTOR NEITHER THE OWNER NOR THE ~ SIGHT DISTANCE ENGMIEEIt SHAH ~ EXPECTED TO ASSUME ANY `J TRIANGLES PROP. WATER MAIN SEAL RESPONSIBILITY FOR SAFETY OF 1HE WORK, OF PERSONS I ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, PROP. GATE VALVE 21543 r • • DATE: 4-09-08 OR OF ANY OTHER PERSONS. '`J L% R PROP. HYDRANT NG 1 t ''•.ZQv ''•,,,Ey• DRAWN BY: TRS NorE: O PROP. SAN. SIR. NUMBER rr6rr+4~n~aa' aaa, THE LOCATIONS OF EXISTING UNDERGROUND UTIU7~5 ARE SHOWN IN AN WAY ONLY AS DISCLOSED BY AVAILABLE U11UTY COMPANY RECORDS ~,J APPROXIMATE CHECKED BY. BAR AND HAVE NOT BEETlINDEPENDENTLY VEPoFlED BY THE COMPANY. NO GUARANTEE , J`~ IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS oR ACCURACY ~ PAVING LEGEND ( © PROP. STM. STR. NUMBER 0 15 30 THEREOF. 1HE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL l O PROP. GATE VALVE NUMBER EXISRNG U1IUTIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY ~ ` RESPONS~I.E FOR ANY Ali ALL DAMAGES WHICH MH,TiT ~ OCCASIONED BY THE r' _ ASPHALT PAVEMENT ~IENT FBK: CONTRACTOR'S FAILURE TO EXACTLY LOCATE ATW) PRESERVE ANY AND AU. UNDERGROUND U11UT~5. THE CONTRACTOR SHALL NO11FY THE DESIGN ENGINEER L ]dENT PROP. HYDRANT NUMBER CHF: IMMEDIATELY IF A CONFlICT IS APPARENT. CONCRETE PAVEMENT SCALE NOR 1'-30 FL OB-105 \ER FT.