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HomeMy WebLinkAbout20150035 Ver 2_W-5516 permit site 2 Culvert backfill plans_20151104Wanucha, Dave From: Sent: To: Cc: Subject: Attachments: Euliss, Amy Wednesday, November 04, 2015 8:03 AM Wanucha, Dave; Thomas, John T JR SAW (John.T.Thomas.JR@usace.army.mil) Seitz, Phillip K; Ho, Richard C; Braquet, Stephanie; Keen, Kiera T FW: W-5516 permit site 2 79 0000 2014 W-5516 TOWN BRANCH SR1221.PDF From: Cormier, Trent [mailto:Trenton.Cormier@hdrinc.com] Sent: Wednesday, November 04, 2015 7:57 AM To: Euliss, Amy Subject: RE: W-5516 permit site 2 Amy, I have attached the town branch CSR for your reference. Both of the culverts on this project should be backfilled with native material per the spec. The permit drawings will not reflect the native material note for the culverts because we just started showing it per the most recent permit guidelines. I hope that helps. Trent YI�""Illlm�lll�'�' �Illlmlll��Illl�llllm, f'f:::�„ Cf'f:::�SC„ Cf'SVV(� I� �1�.�(7(7.1C�(7£; II"� �1�.�1�.��1(7 r7a�riir7c.czarmlfzallllzaw-us iica-zar7rarm�a.czarm From: Euliss, Amy [mailto:aeulissC�ncdot.Qov] Sent: Wednesday, November 04, 2015 7:40 AM To: Cormier, Trent Subject: W-5516 permit site 2 Can you tell me if the culvert at permit site 2 is supposed to be backfilled? Its not on the permit drawings, but I was thinking it might be on the culvert survey report. If its not being backfilled, is there a reason why? Thanks. Amy Euliss Division 9 Environmental Officer NCDOT 336 747 7802 office aeuliss .ncdot.qov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 a������ �������,��s���������� �� ����� ������ ��`��,� ��������,�,� �,� ,��.������ �� ��`�� �'J����`� �°��������� ��.����� �������:�,� ��W�r ����� ���.� �� ���,����,���� �� �������� �:s�����,�. I rr�7all �:urrc,�l�ui�dci��;e, �C�u ai�d ��rurr�7 �U•ii� �e,i�dcr i� �ul�j��;� �u �C�h•ie, I"J � I�'�"ul�li�; I ta�:ur�:;� I..aw ai�d ir�7ay I�c rli��;lu�e,rl �u �C�h•ih�rl I�artie,�, -- ----------------------------------- ----------------------------------------------------------------------------------------------,----------------------------------------------------------------------------------------------- ----------------------- � ADDITIONAL INFORMATION AND COMPUTATIONS ' SITE DATA � . cu�veRr, oF z Drainage Area -- 1,3_ SQ. ML----------------------- $ource __USGS_ QUAD _ MAP._�CHINA_ GROV�--•------------------ • �� � �; CULVERT SURVEY & HYDRAULIC DESIGN REPORT _USGS_URBAN__REGRESSION__EC�UATIONS_ FROM_USGS_ SCIENTIFIC__INVESTIGATIONS_ REPC)RT_96-4084_ � River Basin ________________________________________ CharacFer _______________._____ N_QA _74�0�_________._._________ N. C. TION � YADKIN PEE DEE PIEDMONT URBA �; �: DEPARTMENT OF TRANSPORTA -DA----- 1 3_ SQ._MI------------------------------_-----------------_------------------------------------_- _ ' Stream Classification (Such as Trout, Hogh Quality Water, etc.) -----------�----------------------------------_-- � _; DIVISION OF HIGHWAYS _HYDROLOGIC_ REGION_ 1_(PIEDMONTj_QA_.=__ 14%)_______________________________. FEMA_ DISCIHARGE ___ ; Data on F�cisting Structure WA;_NEW LOCATION • YADKIN-PEE DEE RNER BASIN HY�LE GHSN. C. IT FEMA FLOOD ZONE AE • Z� (MODIFIED DETAILED STUDYJ . ' _""' ' " """"""""""""""" " "__""""""""""""" ""'_" . �. . 0.65 0.515 � � m: _4i.w_.-._122-�1'3�,---�14J---= --564__4f�__SAY.554--�-----------------------------------•-----490_cls------------- i Debris PotentiaL• Low--X--Moderate-------H'gh-------- . : 0.6» u�e ; Z, .D. No- --------------- No. -------------------°---•-------- tation -----°------ ---------------- _Q_ZS_.=___��$__(13j__.j14).__ =___846_cFs_S�4Y_850_�___________________________________________________________________ ; Data on Sfructures Up and Down Stream CIPSTREAM_BRIDGE_N0:236_ON__SR_1227�SINGLE_SPAN__1�25'6", F I __ __- Project 5•� Proj. S � W 5516 4470 .FD • 31+84.5 o.eo osvs : TIMBER DECK ON 1-BEAMS, END BENTS: TIMBER CAPS POSTS SILLS, AND BULKHEADS _DOWNSTREAM CULVERT ; ,o; Counly ROWAN __ $tream ____TOWN BRANCH _Stru. No. ____ _ ___ • ------------------°-------- - - • -------- -------° ------------ - - ---- - _4 so - --296--��.�J--- �4�--- ---9_$b_cfs_ SAY_1040-�--- - ------------------- -------------------- ' ------------- • . ; NO. 231 ON SR 1238; 3@ 139 X 84 CM_ PIPE ARCH, 60 5__ALONG_ CENTERLINE ___ _ _________________ �; � -------------------- - - --------- ' G2_�aa- =--374. (1:$) 59�74) asa 1124_ cfs _�AY_1700-�-- - ---------°----- -- -------°----7070_ cfs--------------- � , . n Highway---SR 7221- ------------- Beiween .__SR 1210----------- and _.SR 1237 ----- -° ------ -------- : Gage Station No. ._. WA___________ _________ Period of Records ___ __ WA ______ __._ ___________ yrs. i 3c � : r: Recommended StrucFure _�. @__ �l' x 8'_REINFORCED CONCRETE BOX CULVERT W/SILLS AND • - - - - - - - ------------------------------------------------ --- -- -------- -�-$�- --�:$-_`_-S2_s9------._ _ _1774.cfs__�AY-18Q0-- �--------------- - ---------------------- ------------------- : Mmc. Discharge---------W'4---------------c.f.s Date--------wp---°---------° Prequency°----wp----•----- � � AFTER_COMPARISON�THE_USGS DISCHARGES.SHOULD__BE_USED__FOR DESIGN-_---------------------------- ' ; Q _BEVELED_INLET-_------._.._._..--•---------------------------•--------------•-------•------••-•---------------------.---_--- --- - - - ; Historical Flood Information: � °� ; HURRICANE CHUCK WHITE, BRIDGE Period of : a Recommended Widih of Roadway SHOULDER_ POIIVT TO___$HOIJLDER_ POIIVT_-�4'_ Skew __QO_DEGREES_____ ------------- ------------ - -- ----------- ----------------- - - ---------------- --- -- ---------°° - °°------- : Date---p�-_- Elev._ 699�--ft.Est. Freq. 500�yc Source MAINTENANCE SUPERINTENDENT Knowledge--25_-yrs. ' n � -------------------- -• - ---------------- � d d f Ex � Period of ; ; Recommen e Location is �ef-Bownj Stream rom isting Crossing_ ________________ _________ _________ - ' - """" � Date_7V$2073_ E�e�.__697�__ft.Est. Freq. _7Q�_yr. Source FIELD_SURVEY_HIGH__WATER_MARKKnowledge_ _=-_yrs. � -01 --°----------------°--------•-------------------------------------------------------------------------°-- . iL Statewide Tier ❑ Regional Tier � Sub-Regional Tier ❑ ------------------------------------------------------------------•------------------------------------------------•---------- : Allowable HW Elev. 697,30 _(FEMA_ EXISTING_ 100 YR WSEL_ �1'lfr.Normal Water Surface Elev. _692.1----------}t. ; LL ; : a�, Bench Mark is ..BL #73_-L_ STA 32+41.47 OFFSET 244.9' RT -------------------------------°---°---------------------°-----------------------°------------------°----------------- � Manning's n: Left O.B. _----0.1---- Channel __ 0 04__ Righf O.B. ---0.1--- Obtained From ._FIELD_ SURVEY__ � : - ---•---------------------°------°----------------°-------°------------------------------------ � FEMA MODIFIED DETAILED STUDYlLONE AE, ; ot ----------------------------------------------•---------------------- Elev ---------------ft. Datu --------------------- -------------------------------------------------------------------------------------------------------------------------°------- ' Flood Study /Status _FIS_ DATED_ 6!IN2004---°-----------------°---------------- Floodway Established� ---N�----- ' „•; . 693.91 � With Without � o; Temporary Crossing _IS_ NOT_NEEDE�_ AS_PROJECT_IS_ALONG NEW LOCATION m: • -- - ------------------------------------ -°--------------------°-------------°----------------------------------------------------------------------------------------- � Flood Study 700 yr. Discharge _.1070 __. c.f.s.; WS Elev.: Floodway ---- wp -----ft. Floodway ---- 722_3---- ft• ' v; _______________ ; NOTE: FEMA DATA TAKEN FROM CROSS SECTION 5864 : `r� ------• - - --------------- --- ---------- - ------------- ------------------ ------------------------- - 1— - •- . _ _ , DESIGN DATA a � . . , . - -------------- ---- ---------- -- - ----------- ------------------ - ---------------------- --------------------- - --------- : z ' Hydrological Method____FEMA DISCHARGE COMPARED WITH USGS URBAN REGRESSION EQUATIONS _ ______ � � . _-------------------------------------- --- -------- ------------- • � •--------------------- -------------------------- � - .o �<<- p ------------------------ --------------- -- ------------ � j Hydraulic Design Method _ HEG-RAS 4.1.0 FILE NAME: W5516TOWNBRNACHSR7221.PR1 (PROPOSED PLAN PO4) � � ,; = - - ----- ------------------------------------ -- ----------------- - - t --------- - ------------•-- - ---------- ---------------- - ---------------- - ---------------------- ---- -- ------------- ' : : ' ' ` � � � Design Tailwater _ 3 8------ ----- - -- 5_05---$•% Q o � �o -ft" Qza -- 4.5 ---�'% Qso 4`$- ft-%Qioo soo 6-3 ft. : �o: { , }� � a . . � . .. .. . . . � . . .. . . . . � - - - - -°---°°-- . �' '. ` ° m -'-°------°--- ------------- - -°------"' '-'-----------' ----------------- '----------°-----'---' - - ------- �� . . � . . . .. . .. . . . . . �, ,,. L i L___"'""'"""""""_'_______"""""""""______""""'""""'""___"""""'""""""""_____"""""""'""""'""__""___""'"""""""""""'""'____"'" N O �p ____"_"'""'"""'"""'__'"""""'"'"""_'____'"""""'"""'__"_""""""""""""__"__"'""'""'"'"""'"'_'"_'_"___'""'""""'_""'""'""'"__"_ T L t0'_____""""""'""""_'___'""""'"'"'"'___"'"'""'"""'_""'_""""'""""""""'_'__"""'"""""""'"""""'"'____'__"""'""""""""'"""_"" � � 3 ------------------------------------------------------------------------------------------------------------------------------------- , N H � """__'______""""'"'"""'"__"""""""_'_'"'""'"""""""_____'"'"""""""""_""_'_____'"""""""""""'"""__"_'__'""""""""""'"""_" O d W""""""""'_'____'"""""""""'""_"""""_"""""""_'__"""""""""""""___"_""""""""""""_""""_'_'_"____"__'""""""""""""""_'"______'"""_"_____"_" � J 7 _____"""_"_"""""""____""""""""""""_____""""""_"""___"_""'""____"""""______'__'""""""""_"""""".""""___"""""_"____""_"""'"""'_'__"___ U � � "'"'"___'_"""'""'"""____"'"""""""______"""'"'""'""____"""""'"'"""""'____"__""""'""""'"""""""__'__""'"'"""""""""'" m i, OU 4Z "'""""'"""__"_""'"""""'_'______'"'""""""____"""'""'""""" - ----°------------ --------------------- -- --------- U � �c7 ------------------------°---------------------------------°-------------------------------°-----•---- �? '---------------- UW 7W__'_"'""""'"'"'"____"""""'"'""__"_'__"'"'""""""""""'___________""'""'"_""""""""'_"_'_____'_""'"""'"'"""'"' � vz ----------------- O LC� N�Z \ T4il __'"'"'""""""'"""__""'_"""""""""""'___"'"""""""_'__'__""""'""'""""""'_____"___""'""""'""""""'""""__'"_""_""_""'"""'""""'" o�Q v�� -----------°°---------------------------------------------------°--------------------------°------------------------------ • �� ������� _■-___-.._— _■-_--.■-_— ,�r■�r=r�nT�n�r.�r.�� � �s�u�-�i►�,��y��� , •� _■-_-_■■-_- -__■-_--.■-_- Is a Floodway Revision Required2 MOA TYPE_2E fMAXIMUM _ INCREASE GREATER THAN._ 0.2' BUT LESS_THAN _ 1'� OutletVelocity (y��} _._73______________________f.p.s. Natural Channel Velocity (y�� ___5,4_____________________f.p.s. Required Outlet Protection ___CLASS I RIP RAP INFORMATION TO BE SHOWN ON PLANS Design: Discharge ----194Q-----c.fs. Frequency-------�9----------yr. Elev. _------¢4$,2-------------$. Base Flood: Discharge ____11QQ_____ c.f.s. Frequency ____.__1QQ__________yr. Elev. _____._k4$.$2___________ft. Overtopping: Discharge---_479Q-----c.f.s. Frequency..._._.�4Q--t-----.yr. Elev. -------.724:Q-•----------.ft. NOTE: ELEVATIONS ARE FROM HEC-RAS STATION 3765 i: Z � 1; ;: O Z C J N _, 9CA �6VG9NEER6h9�, B4v9C. V; 5727 KINGDOM WAY, SUITE i00 Z; RALEIGH, NC 27607 �; Designed by: _ NC IICENSE NO_ F-0258 _ m� Z; Assisted by: ADS, MLM 3. ----------------------------------------- �: ProjecfEngineer. _____TRE TON__�,CORMIERFPE____.___ oReviewed b : ---= - -�� -- ---------------------°----- m y �����C�'""- � � N Date --����� t-------� � l,Al 'FESS/ SEAL 1���,�