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Home My WebLink About20090124 Ver 1_Certification of Completion_20100310 I-ds a x uchirmt, LETTER OF TRANSMITTAL Date: March 5, 2010 Project: North Wake Landfill Park - DWQ Project #2009-0124 To: Amy Chapman From: Nicole Y. Johnson Subject: Certificate of Completion MAR 1 0 2010 DENR - WATER QUALITY WETLANDS AND STCRMIWATER BRANCH 3061200 Parham Street Suite 8 Raleigh, NC 27601 Phone: 919-755-0046 Fax. 919-755-0930 We aresendingyou ®Attached ?Prints ?Disk ?Originals ?Other Copies Date No. Description 1 03-05-10 1. Certificate of Completion 1 03-05-10 2. As-Built Survey Drawing of (3) pedestrian bridges for reference Transmitted: ?for approval ®for your use ?as requested ? for review/comment Via: ?Fed Ex ?UPS ®US Postal Service ?Courier ?Hand delivered Remarks: The enclosed documents are being provided as an indication that all work approved by the DWQ Authorization letter dated 03-18-09 at the North Wake Landfill Park has been completed in accordance with the conditions of the certification. If there is any further information required, or any questions please feel free to contact me at 919-755-0046. Thank you for your assistance with this project. Signed: Cc: Eric . taehle, Project Manager, Wake County AMA- WD E R E R North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary DWQ Project No.: 2009-0124 County: Wake County Applicant: Eric Staehle, Wake County Project Name: North Wake Landfill Park, Raleigh, NC Date of Issuance of 401 Water Quality Certification: March 18, 2009 Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27691-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's CwWkadon 1, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Cerd0cation 1, Brian H. Starkey , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the appr ed ns and =ifications, and other supporting materials. Signature:jDate: N this projectwi& designed by a JWt fled Professional 1, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Date 401 Oversi ht/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604 Phone: 919-733-1786k FAX: 919.733.6893 Internet: http:/lh2a.enr,state.nc.usinowetiands/ Registration No. North Carolina AdAMM11b, An Equat Opporturgy %Affirmative Action Employer tment u V= 359 e o r T o nd a a i _ POINT NORTHING FASTING„ _ ~ ELEVATION ~ _ _ _ _DESCRIPTION ION 3562 786838.7849 2123150.8256. 293.38 ~ corn bride 7 _ earance . 3562 ' 786838 7849 2123150.8256 ~ 293 38 i corn bud e - - - - - - ----a - . _ _ - 9 . _ ; _--------I ~ ~ 3563 ~ 786839.1641 2123142.0435 ~ 293.46 I corn bridge r ~ ! 3563. 786839.1641 2123142.0435 + 293.46 ' corn bridge \ --I _ ~l - ~ 3595 _ __3564 7868786909_ 21231524898 ! 293.38 ~,cornbadge ~ 3564 786878.6909 __2123_152 4898 ' 293.38 corn bridge 3565 786679.1815 2123143.6792~F-~ -~--293.39 i 3565 ; 786879.1815 ~ 2123143.6792 r _ 293 39 corn bridge 3588. 3563 3565 3598 . - ~ - -k - - _ - _ ' 3588 ; 786827.9228 2123142.0954 ` 294.08 ' cor appr slab_ 359 3599 - - 3601 3589 786827.4998 2123150.0055_; 293.98 _;_cor appr slab l I 3590 786838.0288 2123150.4876 ! 293.48- ! cor appr slab _3591 7_86838.4_053 212_3142.4591-~_-293.48 co ar p rp slab - 3592 ; 786839.2419 - 2123123.53fi7 293.46 fill face 3 9 3590 3600 3597 _ _ _ _ ~ , ; ~ 3593 ; 786837.8709 2123156.4098 ~ 293.41 ~ fill face 3562 356 3594 I 786837.3543 2123167.6410 ~ 290.92 . fill face 3595 786880.1463 _2123139.0257 ~ 293.41 i fill face _ 35 3 3596 ' 786879.2241 2123161.0948 293.40 fill face - ~ I 1 u men 35977__-T 786889 5835 i ~ 2123152 6002__ 293 79 !cor appr slab, _ 35 --r. - - _ _ j_...._ . ' 3598 ~ 786889.9660 I 2123144.6841 ~ 293.79 ~ cor a r slab ® _ - - pP .4 e 3599 ~ 786880.0146 2123144.2297 293.48 ! cor a r slab _ --pp--- r-- 1. I 3600 : 786879.6520 2123152.2033 293.47 i cor appr slab 41.55 I-- ~ _ _ _ - ( 3601 ~ 786860.8884 2123143.5154 ; 293.52 bridge at fl -7.5 3594 t""°° P, /b° f ~1 S>i tit ~q ~1 i - POINT I NORTHING FASTING ELEVATION DESCRIPTION i a~ ' ~ 3554 , 786446.4842 ~ 2123920.0730 273.49 corn budge 1a1~R i ! 2123914.6408 273.72 corn brid e R~r 2 :2 t nt ~ 3555 , 786439.7105 I g_-- ~au~~ 8 3 4EC~R~UdA ZS;VfaTERE~~ ; - ----k- ! 3556 ' 786456.5354 ~ 2123893.5372 273.40 corn bride = 7 7 3582 l_~_._~. _ --a. v~~.~~s~woe 358 eV 3557 786463.2909_ 2123898.9710_ ______273.43 corn budge , 7 4 1 r 2123923.1198 273.96 cor a r slab 3575 ~ 86 33.35 3 ~ I --------Pp - - ~ - - 2123928.0238 273.77 cor a r slab ! 3583 3557 3554 3576 ~ 3576 786439.5620 ; pp__ _ 3577 ' 786445.7008 ! 2123920.4112 273.48 cor a r slab ! .3586 3577 ~ pp !---------T------- - - 3578 ~ 786439.5048 2123915.4332 , 273.50 cor appr slab 3579 ~ 786435.6483 2123912°2308 ~ 273.43 fill face f I.._._____._ _ _ ~ 4 .9404 2123923.7205 273.44 ! fill face I 4 3587 3575 3580 7864 9 358 358 3578 - - - _ ; E , 3555 ~ 3581 ~ 786453.0415 2123890,0939 ~ 273.47 , fill face 3556 - 3582 ! 786467.2323 2123901.5012 _273.47 fill face ! 3 9 - - - - - _ _ n 3 1 - ! 469.7408 1- 2123890.3679 273.48 cor a r slab i n1 t 83 786 _ abut e 35 pP _ -i _~___,__r________ - _ 1/ ® - 3584 ! 786463.5189 2123885.3899 273.61 !cor appr slab ! e Y e _ . _ _ _._..__._.._.__-y' _ _ _ _ _ _ 1 893.3233 273.47 1 cor a r slab ! 3585 ; 786457.2349 2 23 pp , __m_____. t 4 2 2123898.3088 I 273.47 cor a r slab I a ~ 3586 ~ 786 63.393 - 27 Too e 3587 , 786448.7257 2123904 0261 273.53 bridge at fl -5.8 ! n a ce . POINT ; NORTHING E EP+STING ELEVATION DESCRIPTION A - m n ut e , , ~ ~ 3510 ~ 786780.5757 2125430.6820 238.88 corn bridge - 1 v - 2 . 7 L--- _ - E 3 ~ ~ _ i _ e 52,15 ~ 3511 ~ 786776.7070 2125422.9705 239.00 corn brid e - - ~ ~ 9 ! 3512 ' 786825.1401 2125408.1738 238.93 (corn bridge 3514 16 1 _ _ r------.___ 3513 i 786821.2618_ i_____ 2125400.3176 238.98 ~ corn badge _ 3514 ; 786819.7426 ; _ 2125394.3599 238°78 ; fill face i 3515 ' 786829.11387 2125412.9140 238.79 !fill face 3573 3572 3568 ~ ' _ 3516 ' 786772.8944 2125418.6023 238.81 fill face 3512 3510 3569 ~ - - . r 3517. 786766.0157 ~ 2125405.2031 235.94 fill face ' _ - - . I 3518 ! 786786.9146 ~ 2125446.1535 236.91 i fill face ! 1 0 9 ' 212 436.3321 238.82 fill fac 3574 3566 35 7 , 3519 L_~ 78678 .9 0 ! 5 _ _ e_~~m_ .3513 3511 3570 - 3571 ~ 3566 ! 786797.1336 ~ 2125413.1588 238.88 ~ budge at fl 8 3_ _ 3567 ! 786766.6877 ~ 2125428 4850 239.61 i cor a r slab pp ~ ` CAROZ. 7 770 2423 ! 2125435.5752 239.51 ' cor a r slab °~ESS ~o 3 8 3568 ; 86 .._._._pp ; o ti ; SS~0'2.y 3 1 i _ ~ . ~ v . 3569 786779.0987 i 2125431.0756 238.82 (cor appr slab ; a r o v' tent i- 1.-4270 . ____3570. 786775.5537 2125423 9780 238.$4 ; cor a _r slab ; < -4270 r - - - - - ---_---_pp - ° 9 0 . - = 2 3571 ! 786822.7_238 ~ 2125400.0541 238.82 cor a r slab °•?'o O • f r 2 v ~ _ pp T B i 3572 " 786826.3458 ! 2125407°2157 238.83 ,cor appr slab ~o I rn eaace ~ 3573 _ 786835.2343 ; 2125402.6692 238.56 cor a _r slab s. - pP _ - t - - - - - - - - - ~ - 3574 786831.6294 2125395.6330 238.70 cor appr slab ~ - - - - - - - - - - - Oft 10ft 20fi 20ft 30ft 3519 GSC Surve 'n InC. ¦ ~ ¦ Drawn by. ~ Date: Date: 12/2/09 >n 9, ~ GSC P. 0. Box 19606 ~ ~ ~ i ) 1 ~ 11 $Ca~2: - $h2Et: Raleigh, North Carolina 27619 ~ , ~ 1 1 -10 919 787-5805 h. 919 787-58(16 fax 10' Sheet: 1 1 f 3