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Home My WebLink About20170806 Ver 1_WET PIPES SR 1158_WILKES_20170628PROJECT: 11.209711 � 5 I H. "I bt ROAD: SR 1158 "CONLEY SHUMAKER RD." COUNTY: WILKES TYPE: WET PIPE SURVEY PLAN SCALE: NO SCALE SHEET 1 OF 2 DATE: MAY 16, 2017 STREAM NAME: UNNAMED TRIBUTARY TO STONY FORK (2' average stream width� CLASSIFICATION: "C" YADKIN PEE-DEE RIVER BASIN LOCATION: LAT= 36.1181841111 ° N LON= -81.3445291806° W f—To SR 1150 -------�--------- Std. # Description Symbol 1605.01 Temporary Silt Fence - - - - - - - - 1606.01 Special Sediment Control Fence . . . . . . . . . 1622.01 Temporary Berms and Slope Drains . . . . . . . . . . . . . . . . . . . � � � 1630.02 SiltBasinTypeB ----------------------- � 1630.03 Temporary Silt Ditch . . . . . . . . . . . . . . . . . ,sp 1630.05 Temporary Diversion . . . . . . . . . . . . . . . . . . . . . . . . . . . . T� 1630.06 Special Stilling Basin 1632.03 Rock Inlet Sediment Trap Type C . . . . . . . . . . . � 1633.01 Temporary Rock Silt Check Type-A . . . . . . . . . . . . . . . . � 1634.02 Temporary Rock Sediment Dam Type-B .. . . . .. . . . . . . . . . . . . . . . � 1635.01 Rock Pipe Inlet Sediment Trap Type-A . . . . . . .. . . . .o� �o oUo Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM) � EXISTING PIPE; Temporary Rock Sitt Check Type-B � � Wattle _ _... ----- Sta. 16+57 24" x 32' CMP Infiltration Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60° Skew at 4.3% Wattle with Polyacrylamide (PAM)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .... _ _ _ _ _ _ _ _ _ _ _ O (Oultlet submerged 1.0') PROPOSED NEW PIPE: Sta. 16+56 36" x 50' CMP 64° Skew at 3.8% (Submerged 0.5') � � �. � / O C�I� IMPERVIOUS DIKE a� SPECIAL STILLING BASIN 1147.2' 16 --�8' CMI� _ �--------- --- Temporary erosion control devices are not shown, but will be installed as needed SURVEY BY: WILKES CONSTRUCTION DESIGN and DRAWN BY: SB DARNELL � � Spot Elevations �within Stream (typical ) .-1�1145.1' 17---------- 4.3%� F1 6% �J- 1149.0' 149.5' IMPERVIOUS DIKE Armor Slope with Ciass "B" Rip Rap and Type IV Geotextile Fabric (Inlet and Outlet) Pl Sta 17+06.45 �_ ll° 44' S6.6" lLT) D = 4° 46' 28,7" L = 246,07' T = 123.47' R = 1,200,00' NOTES: 1. STOCKPILE AREA IN ROADWAY WITH SILT FENCE LOCATED ON LOWER SIDE 2. DEWATERING WILL BE PERFORMED ACCORDING TO BMP FOR PUMPING OPERATIONS 3. PLACE MATTING FOR EROSION CONTROL ON SLOPES ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS. 4. INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. PROJECT: 11.209711 � S I A. �6+�: ROAD: SR 1158 "CONLEY SHUMAKER RD." COUNTY: WILKES TYPE: WET PIPE SURVEY PLAN SCALE: NO SCALE HEET 1 OF 2 DATE: MAY 16, 2017 STREAM NAME: UNNAMED TRIBUTARY TO STONY FORK (2' average stream width� CLASSIFICATION: C YADKIN PEE-DEE RIVER BASIN LOCATION: LAT= 36.1156943333° N LON= -81.3473705056° W PI Sta 25+40.12 D = 69° 45' S5.6" (RTl D = 57° l7' 44.8" L = l2/J6' T = 69J2' St� R = 100.00' P% Std. # Description m ol 1605.01 Temporary Siit Fence - - - - - - - - 1606.01 Special Sediment Control Fence . . . . . . . . . 1622.01 Temporary Berms and Slope Drains . . . . . . . . . . . . . . . . . . . � � � 1630.02 SiltBasinTypeB ----------------------- � 1630.03 Temporary Silt Ditch . . . . . . . . . . . . . . . . . TSD 1630.05 Temporary Diversion . . . . . . . . . . . . . . . . . . . . . . . . . . . . TD 1630.06 Special Stilling Basin 1632.03 Rock Inlet Sediment Trap Type C . . . . . . . . . . . � 1633.01 Temporary Rock Silt Check Type-A . . . . . . . . . . . . . . . . � � 1634.02 Temporary Rock Sediment Dam Type-B . . . . . . . . . . . . . . . . . . . 1635.01 Rock Pipe Inlet Sediment Trap Type-A . . . . . . _ _ _ . . . o�o Temporary Rock Silt Check Type-A with °��°°°�� EXISTING PIPE: Matting and Polyacrylamide (PAM) �� O Sta. 26+80 Temporary Rock Silt Check Type-B - - - - - - - - � 36" x 41' CMP Wattle ..... -- ----- -- � 61 ° Skew at 4.70�o Infiltration Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wattlewith Polyacrylamide (PAM)-------------------------------0 PROPOSED NEW PIPE: Sta. 26+82 42" x 50' CMP 65° Skew at 4.4% (Submerged 0.5') Armor Slope with Class "B" Rip Rap and Type IV Geotextile Fabric (Inlet and Outlet) Temporary erosion control devices are not shown, but will be installed as needed SURVEY BY: WILKES CONSTRUCTION DESIGN and DRAWN BY: SB DARNELL � �� ,`\ ♦ Spot Elevations within Stream 4r (typical) IMPERVIOUS DIKE �O� sX 1129.5' � ?� STILLING 1130.3' gASIN � �� 4.5�jo i� ��_� �``_ _-__��i �� 132.5' Pl Sta 27f50.42 IMPERVIOUS D= l04° 50' 00.2" (LT1 DIKE D= 57` l7' 44.8" L = 182.97' T = 129.93' NOTES: �� R = 100.00' 1. STOCKPILE AREA IN ROADWAY WITH SILT FENCE LOCATED ON LOWER SIDE 2. DEWATERING WILL BE PERFORMED ACCORDING TO BMP FOR PUMPING OPERATIONS 3. PLACE MATTING FOR EROSION CONTROL ON SLOPES ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS. 4. INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. PROJECT: 11.209711 5 I f�. 4�-+ ROAD: SR 1158 "CONLEY SHUMAKER RD." COUNTY: WILKES TYPE: WET PIPE SURVEY PLAN SCALE: NO SCALE HEET 1 OF 2 DATE: MAY 16, 2017 STREAM NAME: UNNAMED TRIBUTARY TO STONY FORK (2' average stream width� CLASSIFICATION: C YADKIN PEE-DEE RIVER BASIN LOCATION: LAT= 36.1124699361 ° N LON= -81.35816325° W i� EXISTING PIPE: Sta. 43+55 36" x 38' CMP 79° Skew at 11.8o�olnfiltration Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wattlewith Polyacrylamide (PAM)-------------------------------0 Std. # Description m ol 1605.01 Temporary Siit Fence - - - - - - - - 1606.01 Special Sediment Control Fence . . . . . . . . . 1622.01 Temporary Berms and Slope Drains . . . . . . . . . . . . . . . . . . . � � � 1630.02 SiltBasinTypeB ----------------------- � 1630.03 Temporary Silt Ditch . . . . . . . . . . . . . . . . . TSD 1630.05 Temporary Diversion . . . . . . . . . . . . . . . . . . . . . . . . . . . . TD 1630.06 Special Stilling Basin 1632.03 Rock Inlet Sediment Trap Type C . . . . . . . . . . . � 1633.01 Temporary Rock Silt Check Type-A . . . . . . . . . . . . . . . . � � 1634.02 Temporary Rock Sediment Dam Type-B . . . . . . . . . . . . . . . . . . . 1635.01 Rock Pipe Inlet Sediment Trap Type-A . . . . . . _ _ _ . . .o� �o oUo Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM) � � � Temporary Rock Silt Check Type-B - - - - - - - - � Wattle ..... — — ----- -- � PROPOSED NEW PIPE: Sta. 43+53 42" x 45' CMP with Headwall 84° Skew at 11 _6% (Submerged 0.5') �'pRN--_ "`� _ `�1oSR�15� ��r_RA�E��_�-- � ' ��.'a2_ o —=�� /� �� . Pl Sta 4/+78.89 D= 55` 38' 07.8" IRTJ D = 32° 44' 25.6" L = 169.93' T = 92.34' R = 175.00' Temporary erosion control devices are not shown, but will be installed as needed SURVEY BY: WILKES CONSTRUCTION DESIGN and DRAWN BY: SB DARNELL ��. � � IMPERVIOUS ��D DIKE _O; IMPERVIOUS DIKE 1101 �� , i� .� i� i� i� i� �� i� �� ° i �w � SPECIAL 1100.4� STILLING �, • BASIN -o �� y ��` E- ��- � �� 1108.3' � i p�� 1108.6' /Q��' i�' �� , I � �a Spot Elevations / � �w � within Stream � � (typical) i Pl Sta 43 t72.38 D= 30" 55' 11.0" ILTI D = 32° 44' 25.6" L = 94.44' T = 48.40' R = 175.00' fi Armor Siope with Class "B" Rip Rap and Type IV Geotextile Fabric (Inlet and Outiet) NOTES: 1. STOCKPILE AREA IN ROADWAY WITH SILT FENCE LOCATED ON LOWER SIDE 2. DEWATERING WILL BE PERFORMED ACCORDING TO BMP FOR PUMPING OPERATIONS 3. PLACE MATTING FOR EROSION CONTROL ON SLOPES ADJACENT TO PERMITTED WETLANDS AS WORK ALLOWS. 4. INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.