The URL can be used to link to this page

Home My WebLink About20160268 Ver 1_Construction Plans-Permit Set_20160318RESOURCE INSA A A UTE, POPLAR COVE CREEK (CORPENING) STREAMRESTORATIONPROJECT VICINITY MAP NOT TO SCALE SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET IA SITE PLAN 2 TYPICAL SECTIONS 3-3A DETAILS 4-5 PLAN AND PROFILE P1 PLANTING DETAILS P2 PLANTING PLAN FINAL PLANS ONLY I9 Klal xe r p olelefI Y; 6A 20 0 20 60 PLAN & HORIZONTAL PROFILE - SHEETS 4-5 PROPOSED RESTORATION: POPLAR COVE CREEK= 618 FT - 21cly0tvAlmaziliml POPLAR COVE CREEK MACON COUNTY, NORTH CAROLINA —P-- may. wot CREEIc �cl.Ic;IuccRluc; Wolf& -k Engineering, PIL License N. P-0417 121 Wall St., SulteC Asheville, North Carolina 28801 Phone:828-449-1930 .wolfcreekeng.com PERMIT DRAWINGS 11 NOT FOR CONSTRUCTLONJI PROJECT ENGINEER PERMIT DRA{41NGS 3/4/16 REVISIONS PERMIT DRAWINGS Prepared for: No RESOURCE INSTTTUTE DAN MCCLUFE PROJECT MANAGER STATE eaaecr xo. ..- E.. r NC 1083—PCOV b 1 9 PERMIT DRA{41NGS 3/4/16 REVISIONS PERMIT DRAWINGS Prepared for: No RESOURCE INSTTTUTE DAN MCCLUFE PROJECT MANAGER Wolf Creek Engineering ENGINEERING & ENVIRONMENTAL CONSULTING LICENSE N0, P-0417 Ah-ill, 12 1/2 Nall St., Suite C Asheville, NC 28801 B 'RY �d PHONE: (828) 449-1930 — — — — — — — — — — — — — — dt PERMIT DRAWINGS NOT FOR CONSTRUCTION PO MPOPLAR COVE CREEK STREAM RESTORATION PROSEC 01N� RESOURCE INSTITUTE, INC SITE PLAN �/ — _— —_---- —__— _--------- -- — __— —._ --.--_ --- ---- _ --- —._— us .erT� exo sa� AS NOTED 108 r ' *� 3/4/18 , xr CME 1083 IA KEVIN CORPENING - d/d / PIN: 6553542200 EXISTING POPLAR B 'RY �d COVE CREEK /d /d EXISTING UTILITY POLE AND GUY WIRE TO BE PROPOSED POPLAR COVE CREEK9't�r _ RELOCATED BY OTHERS - LOCATION KEY LEGEND — --- —' _T } STREAM RESTORATION �\ �_ _ FILL NANCY STIWINTER / PIN: 6553449081 ' \ EXISTING PROPERTY BOUNDARY Or EXISTING FENCE _ \ TO REMAIN F UNNAMED TRIBUTARY k (PROPOSED 2 -FT \ BASE DITCH WITH ~MATERIAL) ON-SITE BED _ 4 - I KENNETH MANUS PIN: 6553532766° �" =' x _ ,...., -, •, i' t MISTI HERNANDEZ PIN: 6553534865js' INDIAN MOUND VENTURES, LLC _ # } PIN: 6553437882 1 - -- - -- - - - - - -- - Y / BEGIN CHANNEL CONSTRUCTION � - - - — -- - -- - - - - POPLAR COVE CREEK \STA 101+26 _ I 20 0 20 60 IN FEET orSCALE NOTE: PROPERTY BOUNDARIES, FENCES AND UTILITIES NOT SURVEYED. APPROXIMATE LOCATIONS ONLY. BENCH BELOW GRADE NATURAL GROUND BANK PROTECTION SEE DETAIL SHEET 3A dRIFF SECTION 1 TYPICAL RIFFLE NOT TO SCALE GR�OI ND dTOE �� EROSION CONTROL MATTING BANK PROTECTION SEE DETAIL SHEET 3A NATAL GROUND q. M , THALWEG q y 7.7 7.A NATURAL GROUND <\� ?S'7 dTOE tis, dP00L BANK PROTECTION SEE BANK PROTECTION DETAIL SHEET 3A SEE DETAIL SHEET 3A 'THAL SECTION 1 TYPICAL POOL NOT TO SCALE TABLE 1: SECTION DIMENSIONS REACH TYPICAL SECTION STATION RIFFLE DIMENSIONS POOL DIMENSIONS WBKF WB® WTHAL WBEN]i dRff dTOE WIN Wour daoa (ft) (ft) (ft APPROX. POOL DEPTH) ft (ft) (ft) (ft) (ft) (ft) (ft) POPLAR COVE CREEK 1 101+25.9 TO 107+43.5 23.6 17.0 5.1 10 1 1.64 1.31 14.15 11.80 2.47 1.0 NOTE: APPROXIMATE POOL DEPTH IS DEPTH OF POOL RELATIVE TO DOWNSTREAM HEAD OF RIFFLE TABLE 2: SUPPLEMENTAL BED MATERIAL (WITH HARVESTED GRAVEL) REACH PERCENT OF TOTAL MIX STREAM TYPE B DEPTH OF 3.71 WBIT (ft) 23.6 XS8KF (ft) 30.3 dMEAN (ft) REACH ON-SITE 1/2" 3/4" Z. STONE 6" STONE 12" STONE BED 18.4 HARVEST STONE STONE 1.02 NCDOT NCDOT MATERIAL 1.6 MATERIAL (NO.57) (NO. 5) (SURGE) (CLASSA) (CLASS B) (FT) POPLAR COVE CREEK 100% 1.0 NOTE: IT IS ANTICIPATED THAT ADEQUATE BED MATERIAL WILL BE AVAILABLE FOR HARVEST ON SITE, AND THAT NO QUARRY STONE WILL BE REQUIRED FOR USE AS BED MATERIAL. THE D50 OF INSTALLED BED MATERIAL SHALL BE APPROXIMATELY 40mm (MIN). CONSTRUCTION SEQUENCE THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION. IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL CONDUCT STREAM WORK, INCLUDING INSTALLATION OF IN -STREAM STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND MULCHING, ON A SECTION OF STREAM THAT CAN BE ENTIRELY COMPLETED IN A SINGLE DAY, 1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF DISTURBANCE, SENSITIVE AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCES WITH THE ENGINEER, 2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES. 3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREAS, AND STOCKPILE AREAS. 4. CONSTRUCTION TRAFFIC TO BE LIMITED TO "LIMITS OF DISTURBANCE" AS INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER, 5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK: CHECK DAMS., SILT FENCE, AND MULCHING AROUND ALL CONSTRUCTION AREAS INCLUDING STAGING AND STOCKPILE AREAS AS INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER. 6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS. DITCHES AND STREAM REACHES WILL BE LEFT OPEN DURING INITIAL PHASES OF CONSTRUCTION TO ALLOW FOR DRAINAGE AND TO KEEP SITE ACCESSIBLE. 7. THE CONTRACTOR SHALL BEGIN CLEARING, FLOODPLAIN EXCAVATION, AND GRADING WORK TO DESIGN GRADES AT THE UPSTREAM END OF THE CHANNEL AS INDICATED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL NOT DISTURB ANY MORE FLOODPLAIN AREA LARGER AND STREAM REACH LONGER THAN CAN STABILIZED IN ONE DAY. 8. PNCE A SECTION OF STREAM AND FLOODPLAIN HAVE BEEN EXCAVATED TO DESIGN GRADES, IN -STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL BE INSTALLED IN THAT SECTION. EXISTING BED MATERIAL SHALL BE HARVESTED AND PLACED IN THE CONSTRUCTED CHANNEL DURING PUMP -AROUND OPERATIONS SO THAT BOTH CHANNELS ARE IN THE DRY DURING CONSTRUCTION ACTIVITIES. 9. THE CONTRACTOR SHALL BEGIN INSTALLING IN -STREAM STRUCTURES FROM THE UPSTREAM SECTION WORKING DOWNSTREAM. ALL CONSTRUCTION WORK IS TO BE PERFORMED IN THE DRY UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR OTHER REGULATORY AGENCY. IF EXCESSIVE SEDIMENTATION DOWNSTREAM BECOMES A CONCERN, THE ENGINEER OR PROJECT MANAGER IN CHARGE MAY DIRECT THE CONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND SETTLING BASIN DOWNSTREAM. THIS AREA IS TO BE MAINTAINED ON A REGULAR BASIS BY THE CONTRACTOR. 10.ONCE A STREAM WORK PHASE IS COMPLETE, THE CONTRACTOR WILL APPLY TEMPORARY SEEDING, PERMANENT SEEDING, AND MULCH TO ALL AREAS DISTURBED DURING CONSTRUCTION. TEMPORARY AND PERMANENT SEEDING MIXTURES WILL BE APPLIED AS SHOWN ON THE PLANTING PLAN. TEMPORARY SEEDING WILL BE APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH THAT GROUND COVER IS ESTABLISHED WITHIN 7 WORKING DAYS FOLLOWING COMPLETION OF ANY GRADING PHASE. PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION. 11.ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECT SITE ALONG WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY CHECK DAMS. 12.THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL WOODY VEGETATION AND INSTALL LIVE STAKING ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS. ALL PERMANENT SEEDING AND PLANTINGS SHALL BE PERFORMED DURING THE APPROPRIATE TIME OF YEAR. 13.THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER MATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE. TABLE 3: MORPHOLOGIC TABLE REACH POPLAR COVE CREEK STREAM TYPE B DRAINAGE AREA mit 3.71 WBIT (ft) 23.6 XS8KF (ft) 30.3 dMEAN (ft) 1.3 dvAx (ft) 1.6 SAVG (ft(ft) 0.017 SVAUEY (ft/ft) 0.022 W/D RATIO 18.4 ENTRENCHMENT RATIO 2.1 SINUOSITY 1.02 POOL -POOL RATIO MEANDER WIDTH RATIO 1.6 GENERAL NOTES: 1. CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND UTILITIES WHICH MAY AFFECT PROPOSED WORK. 2. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE STREAM OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY AND MAINTAINED TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS. A CONTINGENCY PLAN SHALL BE DEVELOPED FOR THE USE OF THESE MATERIALS, INCLUDING SPILL CONTAINMENT, CLEAN UP, AND NOTIFICATION TO THE APPROPRIATE AGENCIES. SPILL KITS, SORBENTS, AND CONTAINERS FOR DISPOSAL SHALL BE RETAINED ON SITE, 3. CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL AND SHALL BE APPROVED BY THE ENGINEER. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS AND EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOT LIMITED TO TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY CONSTRUCTION TRAFFIC. 5. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OF CONSTRUCTION ACTIVITIES. 7. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES. SURVEY: THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE PLANE GRID, THE VERTICAL DATUM 15 NAVD88. CHANNEL CONSTRUCTION NOTES: 1. CONSTRUCTION SHALL BEGIN AT THE UPSTREAM END OF EACH CHANNEL REACH AND PROCEED DOWNSTREAM UNLESS APPROVED OTHERWISE BY THE ENGINEER. 2. BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF BED MATERIAL EXCAVATED FROM EXISTING CHANNEL. WHERE INSUFFICIENT BED MATERIAL IS PRESENT IT SHALL BE SUPPLEMENTED WITH MATERIAL ACCORDING TO TABLE 2 AND AS DIRECTED BY THE ENGINEER. 3. THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO THE BANK PROTECTION DETAILS ON SHEET 3A. 4. DIMENSION TOLERANCES SHALL BE AS FOLLOWS: WIDTH: +/- 0.5 FT DEPTH: +/- 0.1 FT RIFFLE ELEVATIONS: +/- 0.1 FT POOL ELEVATIONS: + 0.1 FT, - 0.5 FT STRUCTURE ELEVATIONS: +/- 0.1 FT 5. EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS SHALL BE BACKFILLED WITH 1 -FOOT LIFTS AND COMPACTED TO IN-SITU SOIL DENSITY. CHANNEL SHALL BE FREE FROM BRUSH AND ORGANIC DEBRIS PRIOR TO BACKFILLING. 6. PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW DURING CONSTRUCTION WHEN PRACTICAL. TREE SURVEY/HARVEST/PROTECTION NOTES: 1. WOODY MATERIAL WILL BE HARVESTED ON-SITE FOR USE AS IN -STREAM STRUCTURES FOR STREAMBANK STABILITY, GRADE CONTROL, AND AQUATIC HABITAT ENHANCEMENT/RESTORATION, WOODY MATERIAL INCLUDES BOTH LARGE AND SMALL SIZE DIAMETER TREES INCLUDING STEM AND ROOT MASS. TREES WILL BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG RECONSTRUCTED STREAM BANKS DURING THE RESTORATION CONSTRUCTION PROCESS. 2. PREFERRED HARVEST TREES TO BE SELECTED FOR RESTORATION PURPOSES SHALL FIRST INCLUDE ALL DISEASED, DAMAGED, HAZARD, AND UNDESIRABLE TREE SPECIES UNTIL THE QUANTITIES NEEDED FOR STREAM RESTORATION ARE MET. AREAS SELECTED FOR HARVEST SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AND DELINEATED BY A CERTIFIED ARBORIST OR OTHER PROFESSIONAL ECOLOGIST/BIOLOGIST. 3. ALL WOODY MATERIALS WILL BE STOCKPILED IN THE APPROVED STAGING AND STOCKPILE AREAS. 4. IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMF AND EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND THE AREA IMMEDIATELY STABILIZED WITH TEMPORARY AND PERMANENT SEEDING/MULCH AS HARVESTING OCCURS. TABLE 4: STRUCTURE DIMENSIONS REACHL STRUCTURES BOULDERS TOTAL LOG LENGTH (FT) (FT) X (FT) LENGTH (FT) WIDTH DEPTH (FT) (FT) POPLAR COVE CREEK 27 18 2.5-3.5 2.0-2.5 1.5-2.0 43 NOTE: LOGS USED FOR THIRD STEP IN LOG -HOOK RUN MAY ONLY HAVE ONE BURIED END. TABLE 5: LOG DIAMETERS TOTAL LOG LENGTH (FT) MIN DIAMETER (IN) MAX DIAMETER (IN) < 20 12 18 20-40 18 24 40-60 24 30 WIDTH WIDTHEXTEND FILTER FABRIC 2' MIN PAST END OF STRUCTURE (NP) o a P£ (aqF 30' BURY END OF LOG INTO CHANNEL BED X' (SEE TABLE 4 GRADE SET 0.2' FOR MIN DIMENSION 'X') ABOVE INVERT OF ADJACENT ARM BACKFILL SEE SECTION FILTER FABRIC DETAIL LOG—HOOK RUN PLAN VIEW NOT TO SCALE CHANN 45' Q BURY END OF LOG INTO CHANNEL BANK X• (SEE TABLE 4 USE ANCHOR BOULDERS > -w °� T ,.. s / FOR MIN DIMENSION 'X') (TYP) tst LOG INVERT �/ v °S�� w �.;a�, �z / Q BOULDER INVERT o� na �— AND STA LOCATION Z � ° a �,`" ✓� C SHALLOW POOL (GRADE PT. ELEV.) / LOG VANE INVERT SET AT RIFFLE GRADE (TY P) , o �IoOF • ° . �� / • ° < `�• ° �IoOF ` FLOWI B ° 45'-55' , . • DIRECTION OF CURVE 2nd LOG INVERT P£ (aqF 30' BURY END OF LOG INTO CHANNEL BED X' (SEE TABLE 4 GRADE SET 0.2' FOR MIN DIMENSION 'X') ABOVE INVERT OF ADJACENT ARM BACKFILL SEE SECTION FILTER FABRIC DETAIL LOG—HOOK RUN PLAN VIEW NOT TO SCALE CHANN LOG—HOOK RUN PROFILE REPRESENTATION NOT TO SCALE SECTION A—A NOT TO SCARF FLOW FILTER FABRIC - BACKFILL CAP SEE NOTE 2 NOTE: SEE TABLE 4 FOR MIN ROCK DIMENSIONS \-EXTEND FILTER FABRIC 2' MIN PAST END OF STRUCTURE (TYP) GRADE POINT ELEVATION SET HEADER BACK �1/3 TO 1/2 WIDTH OF FOOTER ROCK BACKFILL S _ ; I I', SEE NOTE 1 HEADER ROCK FOOTER ROCK SECTION B—B NOT TO SCALE NOTES: 1. STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF ON-SITE SOIL COMPACTED TO IN -:SITU DENSITY. 2. STRUCTURE BACKFILL CAP SHALL CONSIST OF ON-SITE STONE/GRAVEL. 3. ALL VOIDS AND GAPS BETWEEN BOULDERS AND LOGS SHALL BE CHINKED WITH STONE PRIOR TO INSTALLATION OF FILTER FABRIC. w USE ANCHOR BOULDERS > -w °� T ,.. s ° • m TO SECURE LOG O OJ y w �z �> � ww o� na z> N Z � ° a �,`" ✓� C SHALLOW POOL \ 'I LOG VANE INVERT SET AT RIFFLE GRADE (TY P) , o �IoOF • ° . �� / • ° < `�• ° �IoOF ` LOG—HOOK RUN PROFILE REPRESENTATION NOT TO SCALE SECTION A—A NOT TO SCARF FLOW FILTER FABRIC - BACKFILL CAP SEE NOTE 2 NOTE: SEE TABLE 4 FOR MIN ROCK DIMENSIONS \-EXTEND FILTER FABRIC 2' MIN PAST END OF STRUCTURE (TYP) GRADE POINT ELEVATION SET HEADER BACK �1/3 TO 1/2 WIDTH OF FOOTER ROCK BACKFILL S _ ; I I', SEE NOTE 1 HEADER ROCK FOOTER ROCK SECTION B—B NOT TO SCALE NOTES: 1. STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF ON-SITE SOIL COMPACTED TO IN -:SITU DENSITY. 2. STRUCTURE BACKFILL CAP SHALL CONSIST OF ON-SITE STONE/GRAVEL. 3. ALL VOIDS AND GAPS BETWEEN BOULDERS AND LOGS SHALL BE CHINKED WITH STONE PRIOR TO INSTALLATION OF FILTER FABRIC. LOG—ENHANCED RIFFLE PROFILE NOT TO SCALE DEEP POOL BOULDER SHELF OR STRUCTURE TYPE AND LOCATION AS INDICATED ON THE PLAN SHEETS BOULDER SHELF OR STRUCTURE TYPE AND LOCATION AS INDICATED ON THE PLAN SHEETS DEEP POOL USE ANCHOR BOULDERS •" ,. ,� °� T ,.. s ° • m TO SECURE LOG ° a �,`" ✓� Y l"� ° + SHALLOW POOL \ 'I LOG VANE INVERT SET AT RIFFLE GRADE (TY P) , o �IoOF • ° . �� / • ° < `�• ° �IoOF ` ° JC45'-55' ° 45'-55' , . • LOG VANES SET WITH NO BACKER OR FILTER FABRIC (TYP) LOG—ENHANCED RIFFLE PLAN O w a � w O o o z o NOT TO SCALE 10 a Q COBBLE OR LOG BOULDER CLUSTER POCKET POCKET BASE FLOW POOL LOG—ENHANCED RIFFLE PROFILE NOT TO SCALE DEEP POOL BOULDER SHELF OR STRUCTURE TYPE AND LOCATION AS INDICATED ON THE PLAN SHEETS BOULDER SHELF OR STRUCTURE TYPE AND LOCATION AS INDICATED ON THE PLAN SHEETS DEEP POOL PLANSHEET REPRESENTATION CONSTRUCT BED, BANK, AND BANKFULL BENCH NATURAL GROUND TEMPORARY AND PERMANENT PLANSHEET REPRESENTATION SEED AND STRAW MULCH /X MAINTAIN EXISTING BED WIDTH, TOE, BANK AND BANKFULL BENCH LOCATION BANK PROTECTION SEE DETAILS SHEET 3A NATURAL GROUND CONSTRUCT BED, BANK AND BANKFULL BENCH - n SEE TABLE I. SHEET 2 FOR DIMENSIONS EXISTING CHANNEL BED CONSTRUCT BED, BANK AND BANKFULL BENCH (ABANDON EXISTING BANK FEATURE) NOT TO SCALE BANK PROTECTION SEE DETAILS SHEET 3A PLANSHEET REPRESENTATION CONSTRUCT BANK AND BANKFULL BENCH MAINTAIN EXISTING BED WIDTH AND TOE LOCATION / i i i TEMPORARY AND PERMANENT GNATURAL GROUND SEED AND STRAW MULCH CONSTRUCT BANK AND BANKFULL BENCH - SEE TABLE 1, SHEET 2 FOR DIMENSIONS MISTING TOE LOCATION CHANNEL BED CONSTRUCT BANK AND BANKFULL BENCH (MAINTAIN EXISTING BED) NOT TO SCALE BOTTOM OF SUBGRADE TOE MATTING INTO CHANNEL BED BY INSTALLING BED MATERIAL AFTER INSTALLATION OF MATTING BED MATERIAL EXISTING CHANNEL BED MAINTAIN EXISTING CHANNEL AND BANKFULL BENCH NOT TO SCALE PROPOSED GRADE W BED WT HAL / SEE TABLE 2 SHEET 2 BED MATERIAL DETAIL NOT TO SCALE BED MATERIAL - SEE SHEET 2, CHANNEL CONSTRUCTION NOTE 1 z 2' (MIN) 0 COIR FIBER ao MATTING z SEED AND STRAW TOPSOIL AND SOD SALVAGED FROM SITE ANCHORS ON 3' CENTERS 2"X2"X18" HARDWOOD STAKES ON 2' CENTERS BANK PROTECTION SOD AND MAT NOT TO SCALE BANK PROTECTION - SEE BANK PROTECTION DETAILS AND SHEET 2, CHANNEL CONSTRUCTION NOTE 2 BENCH 2"X2"X18" HARDWOOD STAKES ON 2' CENTERS VARIES NATURAL GROUND NATURAL GROUND (MIN) 'L5'1 COIR FIBER MATTING TO BE PLACED PRIOR TO 0.5' INSTALLATION OF BED MATERIAL _ ON-SITE BED 2' I MATERIAL 2' BASE DITCH W/ ON-SITE BED MATERIAL NOT TO SCALE 2248 2245 2240 2235 O O EXISTING UTILITY 0 O O TO BE MOVED/ O + +(BY OTHERS) 0 + o ON O i 0 0 I I UNNAMED TRIBUTARY PROPOSED POPLAR ZZkC COVE CREEK N I �ti O I / BEGIN CONSTRUCTION STA 101+25.9 / 22 0 rn N N N r- w 2230+L 100+00 Wolf Creek Engineering ENGINEERING & ENVIRONMENTAL CONSULTING IJCENSE NO. P-0417 / O 12 ON Wall St., Suite C AsheWW.WOiLle,LFC EE 28801 NG.CO O PERMIT DRAWINGS PRONE: R C VE CRE WWW.WTORTION PCOM + 010CTPOPLAR COVE CREEK STREAM RESTORATION PROJECT NOT FOR CONSTRUCTION RESOURCE INSTITUTE, INC — PLAN & PROFILE cne AS NOTED er TASao�—n `-7— e n — *� 3/4/16 i7 CME 783 4 \ LOCATION KEY LEGEND PROPOSED STREAM \ RESTORATION \ ® FILL N �k X EXISTING N \ �O FENCE �PEXISTING w �\ \ - - PROPERTY z f \�� BOUNDARY YNN G�� EXISTING o + f �P� TREE 00 =j TRANSPLANT 0 N A n mum 245 2401 2351 '230 101+00 102+00 103+00 104+00 105+00 FULL SIZE PLAN — HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 2' HALF SIZE PLAN — HORIZONTAL: 1 " = 40' VERTICAL: 1 " = 4' POPLAR COVE C R EEK to N z z �/ P N oO Of J W O N O+ 0 to I Of 00 I I + 0 O O o� =0 / zo a za so 7 i 0,9 / SCALE IN FEET 2230+L 100+00 Wolf Creek Engineering ENGINEERING & ENVIRONMENTAL CONSULTING IJCENSE NO. P-0417 / O 12 ON Wall St., Suite C AsheWW.WOiLle,LFC EE 28801 NG.CO O PERMIT DRAWINGS PRONE: R C VE CRE WWW.WTORTION PCOM + 010CTPOPLAR COVE CREEK STREAM RESTORATION PROJECT NOT FOR CONSTRUCTION RESOURCE INSTITUTE, INC — PLAN & PROFILE cne AS NOTED er TASao�—n `-7— e n — *� 3/4/16 i7 CME 783 4 \ LOCATION KEY LEGEND PROPOSED STREAM \ RESTORATION \ ® FILL N �k X EXISTING N \ �O FENCE �PEXISTING w �\ \ - - PROPERTY z f \�� BOUNDARY YNN G�� EXISTING o + f �P� TREE 00 =j TRANSPLANT 0 N A n mum 245 2401 2351 '230 101+00 102+00 103+00 104+00 105+00 FULL SIZE PLAN — HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 2' HALF SIZE PLAN — HORIZONTAL: 1 " = 40' VERTICAL: 1 " = 4' POPLAR COVE C R EEK 224 2240 2235 2230 2225 ---LJ 105+00 I 1\ 1\ CONSTRUCTION \ 107+43.5 60 \ 106+00 107+00 108+00 109+00 110+00 FULL SIZE PLAN - HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 2' HALF SIZE PLAN - HORIZONTAL: 1 " = 40' VERTICAL:1 " = 4' �8510�83 I 5 f, LOCATION KEY LEGEND Wolf Creek Engineering PROPOSED ENGINEERING & ENVIRONMENTAL CONSULTING STREAM LICENSE N0, P-0417 RESTORATION 12 1/2 Wall St., Suite C AshevHle, NC 28801 FERMI DRAWINGS PHONE: (828) 449-1930 WWW.WOLFCREEKENG.COM EXISTING aacrpOPLAR COVE CREEK STREAM RESTORATION PROJECT NOT FOR CONSTRUCTION RESOURCE INSTITUTE, INC EXISTING PLAN & PROFILE 106+00 107+00 108+00 109+00 110+00 FULL SIZE PLAN - HORIZONTAL SCALE: 1 " = 20' VERTICAL SCALE: 1 " = 2' HALF SIZE PLAN - HORIZONTAL: 1 " = 40' VERTICAL:1 " = 4' �8510�83 I 5 f, LOCATION KEY LEGEND PROPOSED STREAM RESTORATION FILL X EXISTING FENCE EXISTING PROPERTY BOUNDARY EXISTING TREE TRANSPLANT 22431 '2401 2351 '2301 2225 POPLAR COVE CREEK PLANTING NOTES: LIVE STAKE SPACING TEMPORARY AND PERMANENT SEED 1. ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND TEMPORARY SEED TO PROVIDE ADEQUATE GROUND COVER AND CONDITION THE SOIL. 2. MULCH MUST BE ADDED TO ACHIEVE 80% COVERAGE (ROUGHLY 2 TONS/ACRE FOR WHEAT STRAW) 3. A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE ' LIVE STAKE SPACING/ ROW SPACING LIVE STAKE SPACING FERTILIZER AMOUNTS OR, IF NO SOIL TEST IS AVAILABLE, A 6 • STANDARD MIXTURE SHALL BE APPLIED. OF 2 TONS OF LIME PER 3' ROW SPACING • ,• • • ACRE AND 700-1000 LBS OF 10-10-10 FERTILIZER PER ACRE. 3' LIVE STAKE SPACING/ • BARE ROOT PLANTINGS 3' ROW SPACING • 1. PLANT BARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED ON THE PLANS. PLAN VIEW STAGGERED ROWS PC OR PT • • 2. PROVIDE THREE ROWS OF PLANTINGS AT A 12' SPACING TO TANGENT YIELD A 35 -FT -WIDE PLANTED BUFFER ON EACH SIDE OF - • CHANNEL. • 3. LOOSEN COMPACTED SOIL AND PLANT IN HOLES FORMED WITH A MATTOCK, DIBBLE BAR OR EQUAL. CGR�f ROW SPACING 4. PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO PREVENT CROWDING OF ROOTS. 5. ROOTS SHALL BE KEPT MOIST DURING TRANSPORTATION, • • • • \ \ DISTRIBUTION, AND INSTALLATION. 6. PLANTS SHALL BE HEELED -IN INTO MOIST SOIL IF NOT BUDS FACING UPWARD -)SQUARE CUT TOP PROMPTLY PLANTED AFTER DELIVERY TO THE PROJECT SITE. NUMBER OF LIVE STAKE ROWS LIVE STAKES* • 1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY. LIVE CUTTING MIN. Y2" DIA CHANNEL 2. STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED, DEPTH INSIDE TANGENT OUTSIDE 3. STAKES SHALL BE INSTALLED ORTHOGONALLY TO THE BANK AND (FT) OF BEND OF BEND • WITH BUDS POINTING UPWARDS. 4. STAKES SHALL BE Y TO 2 INCHES IN DIAMETER AND 2 TO 3 0 - 1.5 1 1 2 FEET IN LENGTH. ANGLE CUT 30 - 45. DEGREE 1.5 - 2.5 2 2 3 5. AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES LIVE STAKE DETAIL 2.5 - 3.5 3 3 4 STAKING PATTERN AND NO MORE THAN 6 INCHES ABOVE THE GROUND. NOT TO SCALE I ST LIVE STAKE ROW SET 1.5' FROM TOE ON INSIDE OF BEND --ySEEDING Ninebark Physccarpus opulifolius untlerstory Lige Stake 201 COMMON NAME SCIENTIFIC NAME DENSITY % MD( TOTAL 804 (lbs/acre) COMMON NAME SCIENTIFIC NAME STRATUM PLANT MATERIAL STEMS/ACRE AREA TOTAL - - -- SIZE (Acres) STEMS Switchgrass Panicum virgetum 6 15 Broom Sedge Andropogon viginicus 6 15 Black Cherry Prunus serotina o rstory Bare Root 24 1.69 40 Indian Grass Somgastrum nutans 8 20 Red Oak Quercus rubra aerstory Bare Root 24 1.69 40 Eastern Gamma Grass Tripsacum oactWides 10 25 1 ST LIVE STAKE ROW SHALL BE Chestnut Oak Quercus montane o�erstory Bare Root 24 1.69 40 Joe-Pye Weed Eupatonum fistulosum 4 10 AT LEAST TAK FROM TOE L Scarlet Oak Quercus falcata aerstory Bare Root 24 1.69 40 Deer tongue Panicum clandestinum 6 15 CHANNEL OR AT TOP OF BANK, RIFFLE SECTION Mockemut Hickory Catya tomentosa o\erstory Bare Root 24 1.69 40 Totals 40 100% Pignut Hickory Caos glabra owrstory Bare Root 24 1.69 40 WHICHEVER DISTANCE IS SHORTER NOT TO SCALE Dogwood Comas flonda overstory Bare Root 24 1.69 40 SEEDING Ironwood Carpinus caroliniana o,erstory Bare Root 24 1.69 40 PLANTING DATES SEED TYPE DENSITY Tulip Poplar Linodendron tulipifera aerstory Bare Root 24 1.69 40 lbs/acre White Oak Quercus alba o rstory Bare Root 24 1.69 40' • "' SeNceberry Amelanchier arborsa midstory Bare Root 24 1.69 40 Jan 1 - Mayl Wheat or Rye Grain 50 Sourwood Oxydendrum arboreum midstory Bare Root 24 1.69 40 May 1 -August 15 Brown Top Millet 20 Witch Hazel Hamamelis virginiana midstory Bare Root 24 1.69 40 Aug 15 -Dec 31 Wheat or Rye Grain 50 POOL SECTION NOT TO SCALE 1ST LIVE STAKE ROW SET AT EDGE OF LOW WATER ON OUTSIDE OF BEND NOTE: PLANT SPECIES TO BE INSTALLED SHALL BE DEPENDENT ON SPECIES AVAILABILITY. CONTRACTOR MAY MODIFY COMPOSITION AS APPROVED BY ENGINEER. Wolf Creek Engineering ENGINEERING & ENVIRONMENTAL CONSULTING LICENSE NO. P-0417 12 1/2 Wall St., Suite C Asheville, NC 28801 PERM RAW N G S PHONE: (828) 449-1930 WWW.WOLFCREEKENG.COM R01E�POPLAR COVE CREEK STREAM RESTORATION PROJECT NOT FO NSTRUCTION ""`" RESOURCE INTSTITUTE, INC PLANTING PLAN 3/4/18 taco. er CME 1083 1 P—`Z KEVIN CORPENING — PIN: 6553542200 + + + + + + + + + + + + + + + + + + + + LOCATION KEY EXISTING POPLAR + + + + + + + + + + + + + + + + + + + + COVE CREEK + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEGEND + + + + F +' + + + + + + + + + + + + + + + + + + + PROPOSED STREAM + + + + + + + + + + + + + RESTORATION �\ + + + + + _ + + + + + . \ + + + + + + UPLAND PLANTING AREA - 35' + _ _ + + + + + + + OFFSET FROM PROPOSED TOP + + + + + + + + + + \ + + + + + + + + OF BANK (0.46 AC) NANCY STIWINTER PIN: 6553449081' + + + + + + + + \ + + + + + + + TEAMSIDE PLANTING + + + + \ + + + + + + + + S + + + + + + + + + + + (LIVE STAKES) + r \ °- + + + + + + + + + \ + + + + + + + + + + ++ + + -H, + .+ - + + + + + + \ + + + + + + . - + + + + + + + + MUNNAMED TRIBUTARY \ + + - r �' �(2-FT BASE DITCH \ } + WITH ON BED ~ UNNAMED MATERIAL)'{"�M -v TRIBUTARY 4 ' r 8 i' +5s + . , ' KENNETH MANUS r :=:.�`.`4'� >< • _ - i. PIN: 6553532766 •' r* MISTI HERNANDEZ + r' f r1�,, _ PIN: 6553534865 NDIAN MOUND VENTURES, LLC + PIN: 6553437882 + jF + PROPOSED POPLAR {•� _ 4, COVE CREEK + '� •; 'rc y; 7+� ' ` sem• F y ,d 3 4111 20 20 6C SCALE IN FEET 46