Loading...
HomeMy WebLinkAbout20170566 Ver 1_050047_final_permit_drawings_20170509Lat: 36.265264, Long: -81.918844 , . . , ,,, � � ! +��� ✓ . r � j ' µ � / '^' ��,t' ' ' � r � �a' y:v �� ��y '" �� : f .. r '/`I �'� �ivk�. �; , "'� ti '��T � eci' "� +� 'i 4� � . . . � f v4'8'� Z ;?: r � � .?r f r r � �, i s � � d, r.. ,� ✓/ �z'� n,sss%�'ly�r ' r .ff�r'`"�'` , � ;�rc`��pr . �1�-� %r� �', k��. � � � � i+� 'd 'W 's���e�� *.. � x' h ���7 ,���{ !: '�:.� .r � ',�'3�� �,� a,,�4�y �' ��A{�s��:�"�� 1S' s:i[F� :� �j � �T �' . . � . � ' i �� �. � '�:::::i .. A $"','Y+�; x�. .I ` f � � � � � .�r� � �;.;.r t.e =+6" + . 4 ,�� �{ i � i: . . i ` � ,. , ,�G' J.+'�+ '�'� �.� �'^ '�. F..: . ''.` � x � ..��. l � x `RII�r jr ,� I 'Y Yk3i" _.d1 �' ��'i ���' '�f ��r N F' ri, r;� �� #'R � q% �P I y' �� "� �,,/r�`yf i�.�,�,y���i.� < .{' / 3 rar,p � / �� ��. '� �. : .. { �A�' w . 4�' �,� I . � . �� � � � .. � �.t � � ��Y!/+ } �� �I�� J�r " ��� ■. � { .' � f � � �kW � "' i �p . � '•l�� � � � i� ���!, fr f '. 3 f � h'=�Y.��.� ��y r �� I� /I'. •. ��'i , p'"� x� � b.�, ., h�� y � a ��'s'�fi� ' �`� ! ,` �, . � . f`. . � .rHJ � �i :' v :, � � -W g �' '" �e'�' I �' '{�, s � F� 1�F�+'. a �„'k" : ,,\ 6 � ` ,� � , �� � � , z. ,� s � `� '� i {�. ��� � �� � ��gir %�r � . . :��� 4 � ,� ,�r �A,�� � 7� �� t*�w�_ �' z,x' r. � � y$J� . � .-N — .% i � ��. F :� ; � / .�'`.�. { �11�,. � � .�f' �d�•,�p ` ^� �..�_.,� ��`.�. '.�j � s^ =s_s+�.� .. , - i 4,�. �t4 �'�r'. `� i _ '.fv , . `!'� . .. .. . ,. . �'Y�....- . S ", "' �i 9 .4 � Ct��„" � �'J°._ . . . ���y � i- i � i+Y' S�i�sA��f,.3 i � '�. � .� �1� �� . {v „�� y%� �'#�. �f5§�y . "r �` . +�-.� { _ "' -_ l . ragx 4� �x`i�3.;�h s9� � ,d'� ���' � ..,� yrl� ��..� j� �y�. .:�;-� ; _-::..� __ . � ,�,. �, � b�'✓,5 S� s!r' i: .,�.:�'6 - � . ��� � � . i:' ' + � . �� f� �� ft1 `'�', Y .�r : �q�«; �y � p, M . . �'l . �� � - 4 µ,, � �-T �i�� � '-' g� �� } � :: 4 ; � � � �! � ( �1.� i 1 - � �dt rc Y� $ 1,.!'� �� � :' �� �� � � � r \. � �� � ,���� �� ;, �� / t �� ;" r� .. �•.� �. 4 �'��`�' � � ,�, -,"� �\` '���v� 4�,''� >� R+"��i �, (�: ��" �d�>�'; ,� �, "� ' e � �,�� �� �y, k • µ �j�'E/ � �et�ri .;.•{� _ 1 . . i+� • � 7' J�,�•~ S�r ��y�� y :. �ry � � ,. 1� `'�► �' � � I � � � ��� �,tn� {�+ � J ���i� '� �' �(, tt Yfn��W� ' �-� � � � 1 �—�a� p '1 . � � � � I � � Y� r3 � p r � ^ _ 1 .y .M —~'`,. y.. �,w� °* � .. � :v 6 .� ���` r �� � �. ,�'��fi''- � ''� . �v€ , i ��� R � r � 'fi`� �� y � _ �� �'�,� ;,. U � %�d?� ,o � � � � . << _ �./ y � � I .� �� � � ' � i � �` �e; �I' � "s ���/� �+, �: �' �4 � § • .l .MT :'v ��� '!Y" +, � f �iN/1�4� ..;;1- p-j J '� , � t: �.c� � �� "� 1��:' Ao- � . i'�? Q����� ,k� f.". � , � y ; ;5` � � ' � �«.+ ,� � '� 4}, ��� �' } � � i e� }' : F � r ,r.;� � a . .: !;, �� � �},"k ^�i - � � -�.�_ � '� L�rr j,i k �.r: � , ,��za. l� �C` ,��� `� ,� �Zd"� r �S ;� ��s .��" ..j � ` J�� ^�i� .,,V � ��.�i� � _ ' n -�t "' �. �.�... � �%� �`/y 4 . , � � o'�S _ ,���-� � �,�.��A'�;� � 1 7 • �.}.'�ra�. , . �� �� ��:.'k i �4�. `7��� � � � x '� �, ��P� 'S �r 4 f,t1 ,ap' '<5:;'"�y' `�, � iC"n y.. ...1 a �w�.� s .� �rp,•� . � t .�: '. : i._ s. ` . , '°: . s � � i ak - � �� M�: w� � - � �,w .�i r°���',. r,�`+4��+� R"e�'�,1F" v�}�e,� �, �. � ��`��+�Mt4� �,�� � � � r � �,+. ,+ ,�. +�s �,,.�v y . � ,K.' r,� . l� 6�yx '. �� .. n �i, uy1j�" P{,"p s.. r�. °6� � � � if ���: ��r � � ��� �:� � Z �, •.; '� ^Y r ' � : �,, A .••n . •'�„ � �-ri. ���` : �--'• .,�a'�� �`r � �' ��� �'� "d' � a ��� f� ' N s. � i ��` �„ . . Y "; � m� � , i i��� �: ��: , � �;_K �... � � � �a 1 .A'i � � . I,I�,� t x� �I ���,�zy•�_� i �.� 1�: � _ � -. � �P.. f5 :.k M� l `�" ;�rTl4' � r :, ` F��,_, �/ r Cx /7 � ` �"�.. :r � ;�. k �,: � , ���� � ' r �� j� �r� § � .� � �' i� "� � <_ � r y.! . � y`� y �j¢� I� 1 1 � 9:�.�' ���" -. .. i �.�. �� ::•-/'}^ x .Y ry� ..�,' �` �k tt �.. i �" ' t k '� .£ '? Y � � � �. �� t�: � � � � 6Yyy,�/ -��" � � 'y�� .a �'r. . � . . � . , c -� : .�C F - vD , '.�' � " 1 ',�� ` y '�� M .1+fs "�e'� G.� k .. �3 . ? . � �, h . ,'� 1' � �.`'` �X X ., P � y ! -� — Trout Streams (DWQ - 100k) �� ,�g� '� ,. �r ' °� � p ,, , ,� t � � ,, � , , � a,� �`� � �r ^tt f Y ` t . 'F` . f '. _''a?p. � 1 .. `�"� ��,' ; � .,f � . ._ � ,.,�'� "ff6* �y�af °,,��`�' � Ar�'� ' ��kes,�re�.; ,, � '� j G` , , ,. . � � I'� .�.�., .: � ' �- ' ��!.,�;! v ,�,..,_ '�. , r,.r . . . , y ,�` . ,.�.-:., f . r ry� . . =kb i : : s:� I � I �� � NC �OneMap�, IVC Center for Ge-ographic Informa,tion and Analysis�� 421 �- 0 32' W,ATAUGA 194 , � � 194 321 � / � I' % — 105 �94 Year 6 Express - Division 11 ...--��� �°' . � AVER `1 �_..,..�`� 19 AVERY - � ` - -__ ---------- - ---------- COUNTY � `;J ��`-- BRIDGE 050047 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- 11+59.5 LT Temp. Dewatering Upstream 7 -L- 11+g4 LT Bank Stabilization 43 -L- 12+05.5 LT Replace existing 1@16'-6" Bridge w/ 3 1 @16'X4' Bottomless (3-Sided) Culvert -L- 12+12.5 RT Replace existing 1@16'-6" Bridge w/ 27 1 @16'X4' Bottomless (3-Sided) Culvert -L- 12+25 RT Bank Stabilization 39 -L- 12+33.5 RT Temp. Dewatering Downstream 5 -L- 11+20 to 11+75 RT Special Cut Base Ditch 60 -L- 11+75 to 12+09 RT 30" Corrugated Steel Pipe 41 TOTALS*: 213 12 0 *Rounded totals are sum of actual impacts NOTES: Existing 1@16'-6" bridge is 20 LF Out-Out. Proposed 16'x4' bottomless (3-sided) culvert is 49 LF with a slope of 6.32%. zo�a 6 � � � � � TEMPORARY SURFACE WATER IMPACTS � 0 PERMANENT SURFACE �WATER IMPACTS O � ETLAND AND SURFACE WATER IMPACTS PERMIT - - Por sto. io+oo.00 �q � -L- PC Sto. 10+43.50 I �� � � �3 q � m ' —L — PCC Sta. l0 +56.98 NA D A V I D A o W I I_ L I S IMPERVIOUS 050047-1 DB 28e PG 240 DIKE ^ �\ INLET IMPROVEMENT e� �m �SEE SHEET 2A DETAIL B il �����-�`1 \ . I� i r. ��... y ,, ,`. ��`-i�- , `' � �;��i � . �� , .. � ''�'i��'i�;= ���, <> ,� �.. 1� � . �� �.��.��, �, , � . � � ��,A�� ��� � � r �'� � ���� c ; � ; • `''' :�/ ���,�'Z FLOODPLAIN BENCH —L— PRC Sto. 12+48.03 SEE SHEET 2A DETAIL C -16'x4' BOTTOMLESS —L— PT StO. 13+3/.83 (3—SIDED) CULVERTS N 6° 00' 11.8" E o — � � S:/ _ F_^ -_ - F - 8:/�--�--t'F -L- STA.13+35.00 � PROJECT REFERENCE NO. SHEET NO. DBIIB-050047 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 3 OF S �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �/ � �/6UU \ � m -o Nv=z,990.2 _�_ � 30" CSP F \ BM#1 Pl Sta 10+50.25 Pl Sta 11+67.93 Pl Sta 12+89.98 7EMPORARY / 2 ELBOWS O403 �.e `� 0= 7` 43' 23.0" (LTJ �= 72° 58' 28.5" (LTIp = 6° 29' 18.5" (RTJ WAT RCE o ROD & LU ��98i.8 � � 050047-1 D= 57` l7' 44.8" D= 38° ll' 49.9" D= 7° 44' 33.6" IMPERVIOUS DIKE IMPACTS I Q�o=�s.e �rs Hw,o=o.9 �� �MPERVIOI� L= 13/�.48' L= l9/.05' L= 83.80' C��,' C IyJ HW=22' HW10=2,992.3' T = V.75' T= 110.94' T= 4/.95' T +�- � � CONTROL ELEV.=2,9932' DIKE \� R= 100.00' R= 150.00' R= 740.00' PERMANENT SURFACE F P �,� 1 30 DIKERVIOUS m a TLET IMPR ENT \ DAVID Ao VJILLIS Exlsting e=.04 V= 20MPH V= 30MPH WATER IMPACTS � S 2A DETAIL D � DB 286 PG 246 e=.04 e=.03 � BM#1 ELEVATION = 2978.OT -_ . -- - N 928213 E 1139663 - _ � � � -L- 13+08.68 76.49' RT � � � - — — : 3,020 _ ______---__� _- ---__- __ __- �� � �� �� � � i i BEGIN GRADE I, i i i i - __— — —L— STA,10+85,00 : EL = 3.000,6/ � i i i �ii i ii �i �i I�i i 3,010 - � . __-_ ', 3,010 'I� - f � ---- Pl — ll 35,00 . i � ��� EL = 29995e19' i , i i-- -- �_ � , i i i - — `. � L = l00' �� _— -_ — — _ — — — —: i i, , ! �i, ! �i, ___' , � — � — � — � _ �, J� . � K = l8 ! — Pl = l2 +60,00 �� : _ �8 �� S= 20 m h i � P 3 000 So o � EL — 2.988,83' END GRADE � 3 000 , O� � - i L= l00 —L ST A, l3 +35.00 K = 39 EL = 29986e73 MILLING LIMITS � S = .3O 11�ph STA.10+85.00 TO 11+25.00 STA. 12+50.00 TO 13+35.00 ��S���S,�B�� j` I-- -- � _ 2,99Q i BEGIN SP. CUT BASE DITCH RT.T '8S9j��� _,_ � -L- STA.Ilf25.00 -- -'-- El = 2.993.78 rows � 29&5A (-)� R/�nn o, - - - - - - -- . .. . . . . . . . . . � I I END SP CUT BASE DITCN RT , 2,990 ----- , 2,980 El = 2,990.375.�0 16'x4' � I _ rr.Axs rnEnAxEn sr : i BOTTOMLESS i � 2.980 (3-SIDED) CULVERT . . . . � . . . � . . � � . . . . . , � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 . RALEIGM, NORTH CAROLINA 2 76 09-3 9 60 � NC LICENSE NO. F-0112 •(919) 878-9560 � TEMPORARY SURFACE � � � WATER IMPACTS ,, S � � � � `" � � ��. .. � -u;P`•_� O� \ � � ����{'�� \ � , ,� , � ,�. � � T��: o� � O c � �� ° � , , � o , J \� _ ` ��,', � � \_ r ' \ � � � �� w; - / � ,� � / � / PERMANENT SURFACE �ATER IMPACTS � _ __� � _, , ETLAND AND SURFACE WATER IMPACTS PERMIT - - Por sto. io-f-oo.00 I -L- PC Sta. 10+43.50 �;��,� � '� ; ,' `1 �� o ►=�� � � � e ��� ���� ,��� \ '� � 1`��I ' ' � �.� , . ` �1,, ,�� � • � , \ '� '��� ���.�'i,�_ n�. _� �� �� � � � • �♦ �� -L- PCC Sta. 10+56.98 N_ p 3 DAVID Ao WILLIS IMPERVIOUS 050047-1 DB 28e PG 240 DIKE INLET IMPROVEMENT SEE SHEET 2A DETAIL B FLOODPLAIN BENCH —L— PRC Sto. 12+48.03 SEE SHEET 2A DETAIL C —�— �� 16'x4' BOTTOMLESS —L— PT StO. 13+3/.83 � (3—SIDED) CULVERTS N 6° 0' 11.8" , �\.� o _ _ — – � ___ _ �- _ --`� 8r/ _ _F- __ - - F II a:if: fi�� � PROJECT REFERENCE NO. SHEET NO. DBIIB-050047 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 4 OF S �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � '. t , n ,�� � K � �- —_ � �--- ti � �tivu rrrv✓tt,i ��� 1,1� � _ F � ��� + , � � � �� � � ���� 0 0 �� � � INC L STA.l3�-35.00 \ � 6�� � � �" ' � ao � � � � S6� � -p�v=2,9902 � _� „� � � _ �, \ � � \ � F ra ' BM#1 Pl Sta 10+50.25 Pl Sta 11+67.93 Pl Sta 12+89.98 \ 7EMPORARY I 30" CSP 0403 �.a �q 0= 7` 43' 23.0" (LTJ �= 72° 58' 28.5" (LTIp = 6° 29' 18.5" (RTJ / 2 ELBOWS WAT RCE a- o ROD & LU i=,9ai.a \ � \ 050047-1 D= 57` l7' 44.8" D= 38° ll' 49.9" D= 7° 44' 33.6" IMPERVIOUS DIKE IMPACTS I Q�o=�s.e �vs Hw,o=o.9 �� �MPERVIOI� L= 13/�.48' L= l9/.05' L= 83.80' C��,I C IyJ HW=22' HW10=2,992.3' T = V.75' T= 110.94' T= 4/.95' T �� +� � � � CONTROL ELEV.=2,9932' .. DIKE \� R= 100.00' R= 150.00' R= 740.00' PERMANENT SURFACE F P �,� 1 30 IDIKERVIOUS m a TLET IMPR ENT \ DAVID Ao VJILLIS WATER IMPACTS �S2A DETAIL D � DB 286 PG 2q6 Exlsting e=.04 V= 20MPH V= 30MPH e= .04 e= .03 BM#1 ELEVATION = 2978.OT -_ . -- - N 928213 E 1139663 - _ � � � -L- 13+08.68 76.49' RT � � � - — — : 3,020 _ ______---__� _- ---__- __ __- �� � �� �� � � i i BEGIN GRADE I, i i i i - __— — —L— STA,10+85,00 : EL = 3.000,6/ � i i i �ii i ii �i �i I�i i 3,010 - � . __-_ ', 3,010 'I� - f � ---- Pl — ll 35,00 . i � ��� EL = 29995e19' i , i i-- -- �_ � , i i i - — `. � L = l00' �� _— -_ — — _ — — — —: i i, , ! �i, ! �i, ___' , � — � — � — � _ �, J� . � K = l8 ! — Pl = l2 +60,00 �� : _ �8 �� S= 20 m h i � P 3 000 So o � EL — 2.988,83' END GRADE � 3 000 , O� � - i L= l00 —L ST A, l3 +35.00 K = 39 EL = 29986e73 MILLING LIMITS � S = .3O 11�ph STA.10+85.00 TO 11+25.00 STA. 12+50.00 TO 13+35.00 ��S���S,�B�� j` I-- -- � _ 2,99Q i BEGIN SP. CUT BASE DITCH RT.T '8S9j��� _,_ � -L- STA.Ilf25.00 -- -'-- El = 2.993.78 rows � 29&5A (-)� R/�nn o, - - - - - - -- . .. . . . . . . . . . � I I END SP CUT BASE DITCN RT , 2,990 ----- , 2,980 El = 2,990.375.�0 16'x4' � I _ rr.Axs rnEnAxEn sr : BOTTOMLESS R� � (3-SIDED) CULVERT . I I �, . . I I�_ . RUMMEL, KLEPPER 8 KAHL, LLP . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . , . . . . . . . . . . , . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . i . . . . . . . 900 RIDGEFIELD DRIVE SUITE 350 (�p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RALEIGM, NORTH CAROLINA 2 76 09-3 9 60 2 70� NC LICENSE NO. F-0112 .(9191878-9560 10+00 11+00 12+00 13+00 14+00 DRAI NAGE SUMMARY TABLE N N � � 3� 3N Q � � W W � W � W � � � Z Z F"" w w� = U N Q � U �' � O d a Z FW O O j go °° cj� � V U=� � C! � � j� � Q Q N �y u-� Z°° DRAINAGE vWi vwi vwi vwi vWi V � pw� �c d Q �� ~ w w �w ��n Q� PIPE FT. � � � � � �' �n Z� N N Z � � � w v? Q N N d N ( � 1- I- I- F- F-- 3 w � � w "' "' � Z� Z� oF O O O O O � p Z W W � w w � � Z= V� _� W Z Z Z Z Z ti m �O � 0 N w — z LL ° o o ' ' �W �g ��' �� o 0 0 0 o g W g� � N J O � � � ? ? oo c9� c9N mO o 0 0 0 o V � ��n � °r FT. FT. FT. FT. 15" 18" 30" FT. FT. -L- 11+12 17' RT 0401 2,998.1 2,993.8 2@29 -L- 11 + 75 27' RT 0402 X 0402 0403 2,990.4 2,981.8 58 X X X X 2 -L- 12+20 46' RT 0403 N D RAI NAG E D ETAI LS CULVERT DETAILS PROJECT REFERENCE NO. SHEET NO. DBlIB-050047 2A HYDR4ULIC DESIGN ENGINEER PERMIT DRA WI11lG SHEET S OF S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL A DETAIL B DETAIL C DETAIL D SPECIAL CUT BASE DITCH CLASS I RIP RAP TOP OF FLOODPLAIN TOP OF fLOODPLAIN TOP OF FLOODPLAIN TOP OF FLOODPLAIN ( Not To Scale) W/GEOTEXTILE FAB BENCH BENCH BENCH BENCH COIR FIBER CLASS I RIP RAP CLASS I RIP RAP COIR FIBER CLAS$ I RIP RAP � MATfING W/GEOTEXTILE FAB W/GEOTEXTILE FAB MATTING W/GEOTEXTILE FAB NaTural 1 �� Front \ — — — — — Ground ?•J �'� y'te� Slo e NATURAL ��� WINGWALL _ — — D F�� p GROUND � �-- d Ditch � � � — � EXCAVATION EXCAVATION - EXCAVATION WSE EXCAVATION EXCAVATION� WSE WSE Geofextile B Min. D= 1 Ft. r+ws nws Nws � Max. d= 2.5 Ft. ?� 6" BENCH ABOVE NWS �_ 6" BENCH ABOVE NWS 6" BENCH .. _ ,____�� ` � NATURAL B= 4 Ft. NATURAL ti�? �� NATURAL � ' ABOVE N TURAL � ti� GROUND CHANNEL I_ — L J CHANNEL _I I _I_ � CHANNEL Type of Liner= 40 Tons Class B Rip—Rap w/ VARIES � ���� VARIES VARIES �' VARIES VARIES VARIES VARIES 85 SY Geotextile Fabric 5-10' 0'-8' 1-7' 9'-12' 1'-8' 0-1' 17'-13' FROM STA.11+25 TO STA.11+75 INLET CHANNEL IMPROVEMENTS CULVERT INTERNAL SECTION OUTLET CHANNEL IMPROVEMENTS LOOKING DOWNSTREAM (NTS) LOOKING DOWNSTREAM (NTS) LOOKING DOWNSTREAM (NTS) LENGTH = 47' LENGTH = 41' PLANS PREPARED BY : R�C �C RUMMEI, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560