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HomeMy WebLinkAbout20161176 Ver 1_Pipe #2123 Permit Drawings_20161123WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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- 13+40 LT Temp. Dewatering Upstream 10 -L- 13+25 LT Channel Tie-In Upstream 31 Fill in Existin Channel -L- 13+10 RT Replace existing 60" CMP 16 with 66" RCP Buried 1' -L- 13+05 RT Riprap on Banks Downstream 21 -L- 13+00 RT Temp. Dewatering Downstream 10 TOTALS': 68 20 0 *Rounded totals are sum of actual impacts NOTES: Existing pipe is 133 LF with a slope of 7.06% Proposed pipe 0407 is 136 LF with a slope of 8.30°/a. Inlet is not buried. Proposed pipe 0406 is 8 LF with a slope of 0.50%. Outlet is buried 1' deep with a 1' tall sill. Total proposed pipe crossing is 144 LF � PROJECT REFERENCE NO. SHEET NO. � � � 982/23 RDY -1 � p R�W SHEET NO. R N ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER W TEMPORARY SURFACE YAU�CIIVVILL� INV�� I I��f�f l 5 �I�t� N WATE R IMPACTS CHANNEL IMPROVEMENT � R O C K H I L L L A N D A N D Z � - SEE INLET DETAIL DEVELOPMENT LLC M � ��������' �' ����� PE RMAN E NT S U RFAC E �aTErza� BasE oiTCH +7 D B 8 2 9 P G 3 8 0 + o ID� N�� USE F�� � W.���U�sp�p�N WATER IMPACTS SEE DETAIL B p WIOO,OO' 65<OO� a � .....�.���v� ���r.-u.��.�+/ +55<00 �� _ � Z IOO.00� 7 TONS CL B RIPRAP � IMPERVIOUS DIKE END PROJECT 982/23 BEGIN PROJECT 982/23 �; w�� SY �Eo FAB '� —L — ST Ao l2 +15000 �� �` �Nv= 826.4 0� —L — ST Ao l4 +60000 .�P�� —L — POT Stae l6 +2500/ � _ �� ;� C � Q50 =12.5cfs HWiD = 0.98 �-� �- L' C Z HW =1.96' HW50 = 871.56� GRAPHIC SCALES - � ��^� ' CONTROL ELEV.=871.60' INV=869.6 ,- �. � ��� �� - � BED ELEV.= 6.3 F f4 ���'' � � � C i�/ \\� ' I I `P,�PE INV.= 26.3 24" CSP BDO � � \��� � D. INV=851.2 FS i� 15" CSP � I I HW �� __--- O EXe �w + ELBOWS Q� f% 3� 0 3� 60 � � I--Iw \�. �'1-., 2 ELBOWS REGRADE � �7. EXe R�W R D& LUG Q 55,00� � I \ BDO i G I I TOE PROTECTION AND FILL � FS + � /�i i � SEE DETAIL A � N R 34' Ex° R�W PLANS P�P� SCALE - ` f 2G1-A 8„ RCP-III 2G1 a— ' �,��liii � j���P � � EXol��w �j j PIPE 0407 FSF2GI-A F 24" RCP-III FS ___-__- r 30 � 30 60 �_ 1 3 0 , , �� � ---------- i i ----�� �O fOO I �_,_ -- — — — � i / �i I I - --- ` -- �5 +OO REGRAD D C� FS RETAIN. — i — — � o _LI_, � o � o � PROFILE (HORIZONTAL) � � o o S 88° 03' 20e4" � �� N' � � � 6 _ 0 6 � 2 � � . A , i 6 " P V C � — W � �--- � . � � - - 6' ���. i�� � � �.P. --- Fs-- ----- ; ; +60000 PROFILE (VERTICAL) R�w o� l � RIP-RAP� �N� � i i 13+43.5 � F EXoR/ : � � � T _ C REMOVE 15 _ -T ,� � � ' � � fl5°00 ��� i C _- --- --- ------ �--. ���w _ 18"_RCP- -- ��-_ ' � .,� - -, , ,, WOOD � - , � + ,, ' r— �C_,, ,� --- \\� � I � EXe R�W �� ?I TOE PROTEC ION — — RETAIN �j-- � � � C O Y M O I V R O E W � '" \ � SEE DETAI A FS 2G1—A • � ��� � I � / U I m C,, � i STANDARD V DITCH � � l� ,� Q \ \ • N 0 R M A N �/ � Z � W �A C TOE PROTECTIO � SEE DETAIL C � v u'v uv � i'� � � �� ��/ � Q� �'' � �� �, � sEE �Er , � F z4�� csP �� �T 3� D F G R E F_ S= o� D B I I 7 P G I 4 I � a - � � z ,, 2 ELBOWS P B 5 P G I I � � � I� •, . _�� JB H � R O D & L U ` � � �: ° � �U� I� � Wm I �, �� /o '? O� w o �' � , �- :� f � 4 z � ;' , , �n 30eoo� ; \ � `� 105,0 � /f a 3 PIPE 0406 94`79� g�ggY C THOMP PERMANENT SURFACE IMPERVIOUS DIKE f7 � ' +90v00 66�� RCP-III OJ�,00' S U S Y D 0 R C A S R T WATE R I M PACTS � JOHN WAYNE �IVENGO D ��7aoo' `` � � M A R T H D A V I S 40 TONS CL I RIPRAP BURIED 1' WITH 1' SILL AT OUTLET D B q I 6 P C TEMPO RARY S U RFAC E � � W/75 SY GEO FAB IL SHEET 2 WATER IMPACTS DENOTES IMPACTS IN � D B 7 I 6 G I 3 8 ON BANKS ONLY +51. BED ELEV. = 815.9 � +30e00 PIPE INV. = 814.9 S U RFAC E WAT E R I 117e00' �25°00' ' �° SCALE DENOTES TEMPORARY S o 1" = 30' IMPACTS IN SURFACE WATER BMl — _ _ _ _ _ _ _ —L — ST Ao l3 +74024 OFFSET = 116056' LT '---__ _ , EL = 835045' 870 ��'��,, RAILROAD SPIKE SET lN BASE OF l8" OAK $70 ., . �'��.,, BEGIN GRADE END GRADE . i ��� � ,,- _ ��.,, —L— Staol2+15000 —L— Sta 14+6000 �� _ _ ,,, ��. EL = 858e15' � � ,--� _ ��. EL = 8577a39' , -'' _ .,, ,,, , .,,, � ��- ,, - - .- ''�� � Pl = l3 +40°00 ,.-�'� ., ., , �� ,.- 860 �. i E� = 850e10 -- 860 �'��.,,, ��_ VC = 240' __ i , ,,,,--''� _ _ `( _ / L.P. �- 9 , � �/ = 2� li/iPll J3+43e5 � � __ ____ __ _— � �--_____ ______-- o '- - --- ----- --- ----- - � ° END STANDARD "V" DITCH �� \J6°�39 6007 32�� STA.14+50 RT ELEV. 855.0 � 850 ; �� � +� _ p 850 Q � _ . l +J 3.0000% � � �� . BEGIN STANDARD "V" DITCH II � STA.14+25 RT ELEV. 854.0 �I � �- _ � END LATERAL DITCH j � _ _ . � ST A. l3 +22 LT, ELEV. 826.30 � 3 � _ _ L � �I � PIPE HYDRAULIC DAT A � BEGIN LATERAL DITCH STR #982/23 Sto.l3+2/.0 -�- I � ST A. l3 +00 LT ELEV. 826.4/ I 0 0- Y R DESIGN FREQUENCY = 25 YRS � � ' 8 3I e 7 5' DESIGN DISCHARGE _ l50 CFS ° � -I DESIGN HW ELEVATION = 83/.4 FT � 8 3 O � I l00 YEAR DISCHARGE _ l70 CFS � l00 YEAR FREQUENCY - l00 YRS — PLANS PREPARED BY : 8 3 O n l00 YEAR HW ELEVATION = 83/J5 FT ; — _ �N W S ( A T U P S T R E A M F A C E) OVERTOPPIN� FREQUENCY = 500 f YRS � t — 8 2 6 e 6' OVERTOPPIN� DISCHARGE = 676 CFS I L � ���I OVERTOPPING ELEVATION = 853.9 FT I � I (-)O.SOOO/ I NORMAL WATER SURFACE ELEV = 826.6 FT RUMMEL, KLEPPER & KAHL, LLP � 900 RIDGEFIELD DRIVE SUITE 350 �� � � � � � � � � � � , � � � � � , , , � � � � � � � DATE OF SURVEY = 3/20/6 � � � � � - � �� 6�° CMP � 66 RCP'V RALEIGH NORTH CAROLINA 27609-3960 . � NC LICENSE NO. F-0112 •(919) 878-9560 � � L 11+00 12+00 13+00 14+00 15+00 16+00 �� � PROJECT REFERENCE NO. SHEET NO. � � --- --- � 982/23 RDY—1 � ��,, p R�W SHEET NO. --- R \ N ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER W TEMPORARY SURFACE YAU�CIIVVILL� INV�� I I��f�f l 5 �I�L N WATE R IMPACTS CHANNEL IMPROVEMENT � R O C K H I L L L A N D A N D Z � � DEVELOPMENT LLC � SEE INLET DETAIL , �������� � ����� � �� +7 DB 829 PG 380 � PE RMAN E NT S U RFAC E �aTErza� BasE oiTCM ! + � ID� N�� USE F�� � w.���U�sp�p�N �, WATER IMPACTS +55d00 �t B R ,�,100,00' -65a00' \ \ 4. a SEE DETA � .....�.���v� ���r.-u.��.�+/ � _ , , � �����,`� � IOO,OO� � I'IMPERVIOUS D,IKE N PR T I \� �� 2 TONS CL B RIPRAP E D O�EC 982 23 � i BEGIN PROJECT 982/23 __ _ : � , � � � � � . � W/7 SY GEO FAB ` —L — ST Ao l2 +1500�? �; , �""= szb.� � � � ;� �, � �i �� �� —L — ST Ao l4 +60°00 � --- -- _ '� ������ � —L — POT Stae l6 +2500/ , � - � � � / �, , � ; ,�; ��, � � ._ �, � . _ � ;' Q50 =12.5cfs HWiD = 0.98 � �_ � - �� � � C � � �� ' _ � � � - � GRAPHIC SCALES ;---_____-- ��� � � � , � _ F � �� HW -1..96' HW50 = 871.56' , � _�� _. _____ � � � a� ,-���.�� � � � � C ��� � , � ��� CONTROL ELEV,=871.60' �� INV=869.6 ��� � ,,- �. % �"� � �� �� � �� �� ��� '� � BED � ELEV.- 6.3 '� ' � � � i ' �� �.� ' I I � � �___ � � +4 �� � C FS �� ��� � � �,., i , � �P,�PE INV. = 26.3� - � 24" CSP �� � � BDO `� ,. ,- � i , '_. ���� EXe �/UC� EXe R/W E�sows QO� �� ��. �� 30 0 30 60 , , _____ , , �' \�� .\, D. INV�851.2 i 15" CSP `� \ HW \• O � � - - Uw ���� � � � � 2 ELB�WS �� �_ � � � REGRADE � �.��. \ R D & LUG `` � _ m � � , „� fl �. � � � � � BDO ��� ,. . ,�.oOO �� , C, � `� TOE PROTECTION J -' AND FILL � � FS �\ f. _., ,� � � ��.� �,.�' � ; � ��� �, _ �.� � SEE DETAILA /� ��� N_ �� W , � , . , , � .. � ; _ _ a PLANS - , -� �� ; _- � -� ��� �,R �. ,�.- � R 34' _ �x R� � , _ � . _ - , _ � __._ . _ � � ' � �- p� - ' ,~ _ � � �v' � ��%' ,� ._ f � wl � PIPE 0407 2 h 2G1-A 8„ RCP-III� 2G1 � � /� �'\� i,� �' �_ �' F GI-A F FS _� 30 � 30 60 � �� = 3 O � g 5 �:-� ���P , ��� EXo R/W �—_ o _ _ __ _ - -- � Fs 2a _RCP ui : _ _ _ - _ _ _ _ _ _ _.L J _ _, � _ _ wi i ------ --- -- � � �S RETAIN . �O fOO � �— T �— j - i ` _, �I � � I5 +OO REGRADE DITCH � � �' � � ` ��� � ��'� _ ;_; � , ,��� a N � � PROFILE (HORIZONTAL) c� o L� � O � � � N S ��8° 03' 20e4" � � � � o o � � � � � � ` � A ,. __, 6 _ 0 6 12 , � e � , , �,� , /-'��� . ; ��_ ,�: � � , � ,�� _ , , �� � — W W - — - � �� �� – � / � � � � — FS—� � ��---_ � ��'`. ----- ��`� ��� � – –v C. � _: � � _ _ — � �� -- — — � � � IP- A � ,i� ��� �� o �—� �� + -�-`�sTa. �- :�� E� �� � �� "� � � ��!� � � PROFILE (VERTICAL) . F �. R / W M � _ � ,, Y //1�C � � � I _- '13 + 43.5 �. '`, , - - ` , ' i � _ '' REMOVE 15' � _ ° - ���: C } �� � .. _. - __ _ -., �,- T , � --. , ,, � . ! � ; � - - �� ; �, _ ��` � I W +15e�� � \� � � � � --- � � _ _ � = — — -- — ���\ / , � � —�_—�— � �� , " � -- — -- — —i— � , _ .-- � — . — — � , � I � � FF��e R�W / \�� i1 - ' TOE PROTE:C ION - ---- ---- - � RETAIN �'��``-���� - � -- -- �� � m __ . �\ / C O Y M O� R O E � � �`� , � �� -���� SEE DETAI A F� 2G1-A , �� � / . \ ���% -�� ���,-�` �-i-� STANDARD V DITCH � �� N 0 R M A N �/ ,` I �A C TOE PROTECT�ON � "- � SEE DETAIL C \�, L L O W W I R E � r \\\�� ��/ 1 � � � � � � � SEE DET � F 24" CSP T = � �� � �,, �, 3� DEGREES � D B 117 P G�I I �� o = ' 2 ELBOWS � P B �J P I I � Q � I � •, . JB H , � ROD & LU �� /: _\\ o � � � I �� — �, - . � � ' O � � �j � � ������ � Q':�'�nf � � �'���� �� � � �� ���� — � , , /z , c�� ; , �, io5vo � � // ; � � � � '�, � � ��— � � �� , � ' — � — i " ' ,' � ' �_ a �� � � , ; � �` PiPE oaob � � 94e79' — � � , �n�PERv�ous o�KE f BOBBY C THOMP PERMANENT SURFACE � � �, ., / +90,00 /05,00' S U S Y D O R C A S R T WATE R I M PACTS � � JOHN W,4YNE�, � �� , � „ � � /� //7`0� BURIEDP 1 IIWITH 1' SILL AT OUTLET D B q I 6 P C TEMPO RARY S U RFAC E & M A R T H /� 4o TONs c� i RiPru,�� � ����� wr�� sY �Eo F B �.; I L S H E E T 2 WATER IMPACTS � D E N O T E S I M P A C T S I N � p B 7 ��j G � 3 8 , ON BANKS O�L�L-- � �` "�� �;� BED ELEV. = 815.9 � +30eOO PIPE INV. = 814.9 S U RFAC E WAT E R I 117e00' �25°00' ' �° SCALE DENOTES TEMPORARY S o 1" = 30' IMPACTS IN SURFACE WATER BMl - _ _ _ _ _ _ _ -L - ST Ao l3 +74024 OFFSET = 116056' LT '---__ _ , EL = 835045' 870 ��'��,, RAILROAD SPIKE SET lN BASE OF l8" OAK $70 ., . �'��.,, BEGIN GRADE END GRADE . i ��� � ,,- _ ��.,, —L— Staol2+15000 —L— Sta 14+6000 �� _ _ ,,, ��. EL = 858e15' � � ,--� _ ��. EL = 8577a39' , -'' _ .,, ,,, , .,,, � ��- ,, - - .- ''�� � Pl = l3 +40°00 ,.-�'� ., ., , �� ,.- 860 �. i E� = 850e10 -- 860 �'��.,,, ��_ VC = 240' __ i , ,,,,--''� _ _ `( _ / L.P. �- 9 , �/ = 2� li/iPll J3+43e5 � _ _ _ _ __ _— � �--_ — -- � —'— — --- ----------- o --- ----- — � ° END STANDARD "V" DITCH � \J6°�39 6007 32�� STA.14+50 RT ELEV. 855.0 � 850 ; �� � +� _ p 850 Q � _ . l +J 3.0000% � � �� . BEGIN STANDARD "V" DITCH II � STA.14+25 RT ELEV. 854.0 �I � �- _ � END LATERAL DITCH j � _ _ . � ST A. l3 +22 LT, ELEV. 826.30 � 3 � _ _ L � �I � PIPE HYDRAULIC DAT A � BEGIN LATERAL DITCH STR #982/23 Sto.l3+2/.0 -�- I � ST A. l3 +00 LT ELEV. 826.4/ I 0 0- Y R DESIGN FREQUENCY = 25 YRS � � ' 8 3I e 7 5' DESIGN DISCHARGE _ l50 CFS ° � -I DESIGN HW ELEVATION = 83/.4 FT � 8 3 O � I l00 YEAR DISCHARGE _ l70 CFS � l00 YEAR FREQUENCY — l00 YRS — PLANS PREPARED BY : 8 3 O n l00 YEAR HW ELEVATION = 83/J5 FT ; — _ �N W S ( A T U P S T R E A M F A C E) OVERTOPPIN� FREQUENCY = 500 f YRS � t — 8 2 6 e 6' OVERTOPPIN� DISCHARGE = 676 CFS I L � ���I OVERTOPPING ELEVATION = 853.9 FT I � I (-)O.SOOO/ I NORMAL WATER SURFACE ELEV = 826.6 FT RUMMEL, KLEPPER & KAHL, LLP � 900 RIDGEFIELD DRIVE SUITE 350 �� � � � � � � � � � � , � � � � � , , , � � � � � � � DATE OF SURVEY = 3/20/6 � � � � � - � �� 6�° CMP � 66 RCP'V RALEIGH NORTH CAROLINA 27609-3960 . � NC LICENSE NO. F-0112 •(919) 878-9560 � � L 11+00 12+00 13+00 14+00 15+00 16+00 ��