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Home My WebLink About20130030 Ver 2_Application_201308083 - 0030 V 2, C■ Kimley -Horn 3001 Weston Parkway ■ and Associates, Inc. Cary, North Carolina 27513 TEL 919 677 2000 FAX 919 677 2050 Transmittal Date: August 7, 2013 Job Number: 012329037 ' Project Name: Bass Lake Outfall Greenway — Town of Holly Springs To: Karen Higgins NCDWR, WBSCP Unit 512 North Salisbury Street Raleigh, NC 27604 919 - 807 -6360 We are sending these by ❑ U.S. Mail ® FedEx ❑ Hand Delivery ❑ Other We are sending you ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders ❑ Other Iiies Date No. / i frog Revised Neuse Buffer Authorization RegM�stt irk These are transmitted as checked below. ® For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval ❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution ❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Connected prmts Remarks: Copy to: File Signed: Jennifer Yenawine, EIT Kimley-Hom and Associates, Inc. August 7, 2013 Ms. Karen Higgins NC DWR, WBSCP Unit 512 North Salisbury Street Raleigh, NC 27604 Re: Revised Neuse Buffer Authorization Bass Lake Outfall Greenway, Town of Holly Springs Wake County, North Carolina Dear Ms. Higgins: 13- 0ozo vim. On behalf of The Town of Holly Springs, Kimley -Horn and Associates, Inc. is submitting revisions to the Preconstruction Notification Application (PCN) dated February 19, 2013 for authorization to construct the above reference project under Nationwide Permit Number 18. The revisions requested are the result of the addition of the Somerset Farms Connector to the original submittal. There are no changes to wetland or stream impacts proposed A copy of this submittal has also been submitted directly to Cherrie Smith with NCDENR. The following revised information is included as part of this submittal: • Revised Page 5 of the Preconstruction Notification Form • Revised Impact Summary Table • Revised Permit Drawings • Revised Erosion Control Drawings Very truly yours, KIMLEY -HORN AND ASSOCIATES, INC. Todd St. John, P.E. Attachments Cc: Len Bradley, Town of Holly Springs Elizabeth Lynch, Kimley -Horn and Associates, Inc. 0 TEL 919 677 2000 FAX 919 677 2050 P.O. Box 33068 Raleigh, North Carolina 27636.3068 AUG -6 2013 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Tem ora 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) I Updated Impact Totals 08/06/2013 If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet B1 P Fill UT to Bass Lake No -2,744 - 4,168 B2 T Sift fencing UT to Bass Lake No - f-888- 6,586 B3 P Fill UT to Bass Lake No 7 952 6,48s B4 T Sift fencing UT to Bass Lake No 5,175 8,253 B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: -- -9.888- 6i. Comments: 10,754 13,127 Page 5 of 10 t & 0 Q 0 I Bass / \ Cake Rtl. / / S W JE WO B P / GRI B(AV t BASS / s LAKE t I � / PROJECT / n Ke Teal Dr I ` / a( V\ I I I I / I 1, m 55 4- Old �± Old Ada s Rd. / OWNER: TOWN OF HOLLY SPRINGS 128 S, MAIN STREET HOLLY SPRINGS, NC 27540 Len Bradley 919.557.3934 len. bradley @h ollyspdngs.nc. us ENGINEER KIMLEY -HORN AND ASSOCIATES, INC. 3001 WESTON PARKWAY CARY, NC 27513 Elizabeth Lynch, P.E. 919.677.2000 elza beth.lynch @Idmley-hom.00m SURVEYOR MAULDIN - WATKINS SURVEYING, PA P.O. Box 444 FUQUAY VARINA, NC 27526 919.552.9326 Wayne Mauldin Murvey @embargma4.com VICINITY MAP NITS W OMBLE PARK 1876 >7l o �a n S.7 GRIGSBY AVE SR 1395 THE TOWN OF HOLLY SPRINGS BASS LAKE OUTFACE GREENWAY FROM WOMBLE PARK TO BASS LAKE WETLAND AND BUFFER IMPACTS Summary of Wetland and Buffer Impacts Site i station Temp-ay FO in Wedatds Pemwirett I Tenpomy F® in Stream M*dards MVam PertramA Stngs Zorle 1 Teawaray BuRerZorre 1 I S fifer Te"waly &AerZxw Zttne 2 BuRerZarte 2 3 TwMcra y 6rMer Zme 3 1 [M [KI j [IFI 117 1 [SFI [SFI [SFI [SFI ISFJ ISFI 1 22r20/23e50{- O O 1 O O 0 0 0 29 3032 1311 2 39+9B -L- 0 O O O 0 O O 0 GM 3622 3 30+x/31+56 -L- 0.001 O O 0 0 0 O 0 11@ 873 4 131 +SGl34+00 -L- 0 O O 0 0 0 0 26 496 1945 5 34- OW37+73 -L- OL04 — 24 0 12186 im 31A ffi 4119 2111 6 37+$j39a9D{- 0 O 0 0 662 SIM 897 279 0 200 7 39tSW"+61 -L- 0 0 0 0 9 259 182D 4S7 7458 2816 8 44+67/4S+5D -L- O 0 O 0 0 0 0 0 1219 376 9 45+5W47+30 -1L- 0 O 0 O O 0 0 0 2783 Sfi4 10 47+90/50+04 �- 0 O 0 0 0 0 0 0 7>� 11507 PROJECT REFERENCE NO. SHEET NO. Updated Impacts! to Site 5 for the Somerset Farms Connection are highlighted in yellow CARL G. DEAN TOWN MANAGER C=" Kimley -Horn and Associates, Inc. CO 2012 Post Office Box 33068 Raleigh, North Carolina 27636 PE N0. F -D 102 �...HrCA,pp..�xx +� ,�� 2p: •,. S S.13 V 7� 5• SEAL 037444 o``• PRELIMINARY PLANS 00 N B POR CON6iRUCT10N GRAPHIC SCALE 10 0 20 PLANS 10 0 20 PROFILE (HORIZONTAL) 2 0 4 PROFILE (VERTICAL) PRELIMINARY PLANS INCOMPLETE PLANS M a z NOTE: IMPACTS TO ZONE 3 BUFFERS DO NOT REQUIRE DWQ APPROVAL BUT DO REQUIRE APPROVAL FROM THE TOWN OF HOLLY SPRINGS DICK SEARS MAYOR O Original Plan Sheet with 401 Water Quality Certification and Authorization Certificate PERMANENT Approval on March 18, 2013. BUFFER ZONE 3 pp IMPACT = 4119 SF DWQ Project # 13 -0030 NOTE: IMPACTS TO ZONE 3 BUFFERS DO NOT REQUIRE DWQ APPROVAL BUT DO REQUIRE APPROVAL FROM THE TOWN OF HOLLY SPRINGS PEP MANEN_;y- = ai►� WET LAND , IMPACT = OQ7 - AC fir--- OF', TEMPORARY C/� ' EEK WETLAND IMPACT = 0.004 AC _ -NI m3 TEMPORARY - BUFFER ZONE 2 'TEAS IMPACT = 219 SF BUF, PERMANENT - I BUFFER ZONE I 20° o zo ao 60, IMPACT = 92 SF TEMPORARY I _ BUFFER ZONE I SCALE: I'= 20• IMPACT = 225 SF F m TEMPORARY 2 9T = 149 BUFFER-ZONE 3 TEMPORARY — BUFFER IMPACT 1104 SF IMPACT = 235 SF IMPACT — 200 S �7 \ BUFFER TEMPORARY \ IMPACT BUEEER ZONE \1 ZO E 2 = 116 SF \ MANENT `BUFFER TPF TPF ZONE 2 S IMPACT = 2149 SF ctQ ------ - -____ LEGEND BZ w TEMPORARY SILT FENCE (NCDOT STD 1605.01) TEMPORARY BUFFER ZONE 2 - B2 IMPACT IMPACT = I3 F. (SEE EROSION CONTROL DETAIL) _ _ SF 1 w _ - TEMPORARY � BUFF R ZONE 3 IMPACT = 1067 SF - 8 - - - - - _ SITE- NOTE: IMPACTS TO ZONE 3 BUFFERS DO NOT REQUIRE DWQ APPROVAL BUT DO REQUIRE APPROVAL FROM THE TOWN OF HOLLY SPRINGS PEP MANEN_;y- = ai►� WET LAND , IMPACT = OQ7 - AC fir--- OF', TEMPORARY C/� ' EEK WETLAND IMPACT = 0.004 AC _ -NI m3 TEMPORARY - BUFFER ZONE 2 'TEAS IMPACT = 219 SF BUF, PERMANENT - I BUFFER ZONE I 20° o zo ao 60, IMPACT = 92 SF TEMPORARY I _ BUFFER ZONE I SCALE: I'= 20• IMPACT = 225 SF F m - TEMPORARY BUFFER ZONE 2 IMPACT = 67 SF F PERMANENT BUFFER ZONE I IMPACT = 595 SF RMANENT -� BUFFER ZONE l I .,PACT = 700 SF „ 06' 51.0" E -r_ Z PERMANENT BUFFER ZONE 2 IMPACT = 897 SF TEMPORARY BUFFER ZONE 2 IMPACT = 145 SF 0 SITE - b a� z w •ER; BONE 2 9T = 149 SF,, TEMPORARY — BUFFER ZONE I IMPACT = 235 SF - TEMPORARY BUFFER ZONE 2 IMPACT = 67 SF F PERMANENT BUFFER ZONE I IMPACT = 595 SF RMANENT -� BUFFER ZONE l I .,PACT = 700 SF „ 06' 51.0" E -r_ Z PERMANENT BUFFER ZONE 2 IMPACT = 897 SF TEMPORARY BUFFER ZONE 2 IMPACT = 145 SF 0 SITE - b a� z w ENVIRONMENTAL FEATURES KEY IMPACTS KEY SHEET & SUMMARY TEMPORARY BUFFER PERMANENT BUFFER WETLAND € i BUFFER ZONE I — BZ 1 ZONE /IMPACTS ZONE /IMPACTS *_ _ * _ _a TEMPORARY P7� PERMANENT U WETLAND IMPACTS WETLAND IMPACTS F TEMPORARY BUFFER � PERMANENT BUFFER BUFFER ZONE 2 — BZ 2 ZONE 2 IMPACTS ZONE 2 IMPACTS STREAM — BUFFER ZONE 3 — BZ TEMPORARY BUFFER PERMANENT BUFFER TEMPORARY PERMANENT TOP OF BANK ZONE 3 IMPACTS ZONE 3 IMPACTS STREAM IMPACTS STREAM IMPACTS WETLAND AND BUFFER SCALE PROJECT: IMPACT SHEET BASS LAKE OUTFALL GREENWAY PRELIMINARY AS NOTED m xm m raR rn�smucuon .+uwacA. 01239037 PRM -4 T EM �ORARY BUFF -R ZONE IMPACT — 200 S TEMPORAR ' \ BUFFER TEMPORARY \ IMPACT BUEEER ZONE \1 ZO E 2 = 116 SF \ IMPACT _ 252 S TEMPORARY 7, LEGEND STREAM IMPACT = 24 - LF TEMPORARY SILT FENCE (NCDOT STD 1605.01) (SEE EROSION CONTROL DETAIL) ENVIRONMENTAL FEATURES KEY IMPACTS KEY SHEET & SUMMARY TEMPORARY BUFFER PERMANENT BUFFER WETLAND € i BUFFER ZONE I — BZ 1 ZONE /IMPACTS ZONE /IMPACTS *_ _ * _ _a TEMPORARY P7� PERMANENT U WETLAND IMPACTS WETLAND IMPACTS F TEMPORARY BUFFER � PERMANENT BUFFER BUFFER ZONE 2 — BZ 2 ZONE 2 IMPACTS ZONE 2 IMPACTS STREAM — BUFFER ZONE 3 — BZ TEMPORARY BUFFER PERMANENT BUFFER TEMPORARY PERMANENT TOP OF BANK ZONE 3 IMPACTS ZONE 3 IMPACTS STREAM IMPACTS STREAM IMPACTS WETLAND AND BUFFER SCALE PROJECT: IMPACT SHEET BASS LAKE OUTFALL GREENWAY PRELIMINARY AS NOTED m xm m raR rn�smucuon .+uwacA. 01239037 PRM -4 0 O PERMANENT BUFFER ZONE 3 TEMPORARY IMPACT = 4119 SF BUFFER ZONE B IMPACT = 993 SF Updated Impacts for Site PERMANENT TEMPORARY 5 due to Somerset Farm BUFFER AC=2662 SF BUFFER ZONE 3 PERMANENT .3 BUFFET = ON 3 BUFFER ZONE l S/0 IMPACT = 55/ SF Connector BUFFER ZONE 21 �Z TEMPORARY IMPACT = 897 SP _ BUFFER ZONE 2 - IMPACT = 397 SF TEMPORARY BUFFER ZONE BUFFEt ONE 2 TEMPORARY PAC=SF C M e? IMPACT = a53izS IMP = 24 LF TEMPORARY - - - - ° N B2 ? ; ; \ ~� \ \` ,�\, - - BUFFER =� 37 SF_ SITE b `n LLJ r� \ W -— _ = W — —— — — — —— ` \� \� N _ _ �`� � 1 � � r � " GO ZE - WL " TEMPORARY -y - - - - - " - y w iM `, ,� BUFF R ZONE 3 FTRMA T s -r w 1067 SF WETLAND - - - - - - - - - - ''� T -YO. IMPACT MPORA TEMPORARY '17A —IMPACT BZ � 0.004 AC TEMPORARY t - I F _— -T- 1 ! T PORAR)P yy�3 , IMPACT UFFER =Z F - - - �` BU -DER ZO 3 / — TEMPORARY___ /F i /MPA' = 200 F Tt - BUFFER Z. -- TEMPO RY IMPACT = 48� 7�S'T` r TEMPORAR�`4 e BUFFER ONE NOTE: / \ a, �c ^< BUFFER ZONE 2 IMPACT = l6 SF IMPACTS TO ZONE 3 BUFFERS BZ 1 DO NOT REQUIRE DWQ APPROVAL -_' IMPACT _ 107 SF BUT DO REQUIRE APPROVAL FROM �� -r TEMPORARY $ j THE TOWN OF HOLLY SPRINGS / ,;i i _ RMANENT BUFFER ZONE / Z - - BUFFER ZONE l IMPACT = 929 SF / - BZT�MPORARY ` �TiG1PACT = 607 SF BUFFER =Z� 8 SF / t - 45 'y' -- -- - � PERMANENT BUFFER ZONES IMPACT - 130 'REF TEMPORARY - T 4RY BZ 2— BUFFER Z��. ' FFER - LEGEND IMPACT ;4I , IMPACT = 54 SF 20' 0' 20' 40' 60' PERMANENT TEMPORARY SILT FENCE MEN C l BUFFER Z O N E - 2 - - - - (NCDOT STD 1605.01) L SCALE: I•s Zp• ` IMPACT = 590 SF SILT FENCE J —HOOK / �'`, i 1 / (SEE EROS /ON CONTROL DETAIL) ENVIRONMENTAL FEATURES KEY IMPACTS KEY SHEET & SUMMARY - -�- - - - TEMPORARY BUFFER PERMANENT BUFFER WETLAND * * * ; BUFFER ZONE I -- B i - - - -- ZONE 1 IMPACTS ZONE I IMPACTS �_ _ *_ *_ _' _ _I TEMPORARY � PERMANENT TEMPORARY BUFFER PERMANENT BUFFER WETLAND IMPACTS WETLAND IMPACTS STREAM F BUFFER ZONE 2 — BZ 2 ZONE 2 IMPACTS ZONE 2 IMPACTS - - -- BUFFER ZONE 3 - BZ TEMPORARY BUFFER PERMANENT BUFFER TEMPORARY PERMANENT TOP OF BANK ZONE 3 IMPACTS ZONE 3 IMPACTS STREAM IMPACTS STREAM IMPACTS 3 PREPARED IN THE OFFICE OF: SCALE. PROJECT. s 2 WETLAND AND BUFFER Kimley -Horn IMPACT SHEET NO.: REN90N: DATE: DRArm BY: CHECKED BY PRELIMINARY BASS LAKE OUTFALL GREENWAY This document, together with the c hiCh and designs presented herein, as on instrument of services, is intended only for and Associates Inc. pDMDT 1F°"�"MT° AS NOTED � the specific purpose and [lien[ for which it xas prepared. Reuse of and imDraDer rNiance of this document witho,l written .0hori:otion and odapuon by Kimley -Ham old Associates. Inc.. shall be withoat liability to Kimley -Horn and As..GOtes, Inc. 3001 WESTON PARKWAY — CARY NC 27513 .ae ��aEP. —IT r+oK , Z caDyright Kim ey -Horn and Associates. 1—. 2012 PHONE: (919) 677 -2000 FAX: (919) 677 -2050 01239037 PRM -4 x C M N C tit Total Disturbed Area (shaded) = 5.78 acres lm 0 — — — - PROJECT DENUDED AREAS IMPERVIOUS AND PERVIOUS SURFACES IN BASS LAKE OUTFALL GREENWAY PATH DISTURBED AREAS PROPOSED IMPERVIOUS SURFACE = 1.60 AC PROPOSED PERVIOUS SURFACE = 4.18 AC NARRATIVE — Project Description Tile Boss Lake Outfall Greenway is a part of a multl -use troll system for bicycle O < and pedestrian use. ltIs being constructed by the Town of Holly Springs to connect and access recreatlonal, cultural, and educotlonal destinotlons In Holly Springs. �\ Approximately 578 acres will be dlsturbed durinq the construction of this project. \\ Also.approxlmctely 4.18 acres wI /l be vegetatively stabilized with gross and permanent plantings. \\ The Boss Lake OutfallGreenway Is located in Wake County, Holly Springs. NC. Tie project site begins of Womble Pork on Grigsby Avenue and continues along fte proposed/ existing sanitary sewer & pedestrian greenwoy easement to Bass Lake. \\ Site Description The site Is generally rollings and contolas some dralnoge ways ftiat are bordered by O �\ moderate slopes.Lond use along the proJecfls predominate /y undeveloped. Majority of the drainage from the pro s�ect site st)eet flows over tl� pproposed greenway Into the UT to Basal Creek or drains fo existing streams or ctannels being crossed with cross pipes or bridges. TMs drainage flaws Into the UT to Basa! Creek thus no new dralno9e patterns will be introduced. Pre - construction rurroff equals Post - construction runoff for olI exTstlrg system outlets that are to be retalned.The fill slopes and drainage dltcles around tie project appear to be stable and do not slow signs of \ �� significant erosion soils. � \� So /ls � \ The soll �s ttrate projectllmlts are mostly sandy looms ( C2,AoCeD,C 2gC2,WnAWoA). DQ, BASS LAKE � C SIl1 0 Z PREPARED IN THE OFFICE OF, Kimley -Horn and Associates Inc. ' P.O. BOX 33068 - RALEIGH NORTH CAROLINA 27636 -3068 PHONE: (9 19) 677 -2000 FAX: (9 19) 677 -2050 N.C. LISENCE 'F -O 102 DENUDED AREA MAP ,,,00.`HsC��q�,,' ..�:�oEESS,* ;.. . q sue, ��: - •'. 033167 _ .'•``NaINEE°'•, '� M • •"' C, •• ;,,,;;; . so 0 300 PROJECT: BASS LAKE OUTFALL GREENWAY R sEVe pns paeM CHECIIEp BY: This t This ded only t. together with the concepts and designs presented herein. as an Instrument of serI ce. IS se Intended only for the specific purpose ano client for which it was prepared. Reuse of ana impropr reliance on this document without written authorizOtlon and adoption by Kimley -Horn and Ass Inc. shalibe without liability t0 Kimley -Horn Old Associates, Inc, Copyright Kimley -Horn and Associates,lnc.,2012 ace .� 012329037 FC- 1A • - w n N BRIDGE AND CULVERT EROSION CONTROL PHASING: 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY CLEARING AND GRUBBING IS PERFORMED. 2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. 3. CONTRACTOR TO DEWAYM EXCAVATED AREAS AS NEEDED USING IMPERVIOUS DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. A. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. TOE PROTECTION SEE DETAIL 3 !CD -21 EST 50 SY PSRM MINIMUM HAND CLIA'NG INSTALL TREE PROTECTION ONLY ALONG STREAM BANK FENCE WITHIN BRIDGE FOOTPRINT N\F REVEGETATE INSTALL TEMPORARY STREAM CROSSING BEN JOSEPH THOMAS TEMPORARY USING 24 FOOT OF 24TEMPORARY PIPE &ALMA LUCILLE LEA 67- BUFFER IMPACTS OR WOOD BR /DGEMAT DB 2472 \PG 560 PER NOTES CROSSING WIDTH = APPROX 10'lNIN/N/ZE1 PIN' 0658 -36 -5904 ABOVE. CROSSING LENGTH = SEE DETAIL (MINIMIZE) {OO O INSTALL PIPE COVER = %2 DIAMETER OF PIPE 40 /�- —TPF_ x EINFORCED BACKFILL =EARTH MATER /AL 5/ NCE SURFACE STONE = COARSE AGGREGATE nT� (TYP) BANK STABILIZATION = CLASS 'B'R/PRAP SEE DETAIL IN PLANS Q V et I 4 m ti w� - -- — � /0 Lam. li Q CLASS I SPECIAL STILLING RIP RAP 'F BASING - \ EST 6 SY CLASS /RIP RAP BI 2 \\ 11 B 1 EST 12 SY.v I REVEGETATION OF TEMPORARY IMPACTS TO RIPARIAN BUFFERS: PLANT AREA WITH AN EVEN MIX OF THE FOLLOWING NATIVE SPECIES: AMERICAN SYCAMORE (PLATANUS OCCIDENTALIS) RED MAPLE (ACER RUBRUM) WATER OAK (QUERCUS NIGRA) TREES SHALL BE PLANTED OUTSIDE OF EXISTING SANITARY SEWER EASEMENT WHERE RIPARIAN BUFFERS HAVE BEEN TEMPORARILY IMPACTED BY CONSTRUCTION. PLANT TREES AT A DENSITY OF 10 FEET ON CENTER. TREES SHALL BE 1 GALLON CONTAINERS AND INSTALLED PER DETAIL A ON SHEET LA -4. LASS _ CLA55 IRIP RAP lm RIP R EST /5 SY l INST LL R SILT CHECK, TYPE A EST 4 C ` r� AT A L OR A GE OUTLETS DURING EAR G AND RUBBING. INSTALL SIL CE A UND TOP OF CULVERTS RIP RAP EMBANKMENT PROTECTION AFTER PIPE I INSTALLED.ATYPI _ S /RIP RAP. TONS ez E EE DETAIL 8 (CD -2) �., TIE TO EXISTING SWALE STANDARD 'V'DITCH — F EST 12 PSRM OUTLET PROTECT /ON ( SEE DETAIL 7fCD -21 STANDARD -•,. CLASS B RIP RAP i H5427 INSTALL ROCK SILT CHECK, TYPE A EST 6 SY ,1 AT ALL DRAINAGE OUTLETS DURING I CLEARING AND GRUBBING. :l -L- STA 42 +32, IB"RT /W = 36850' INSTALL ROCK CHECK DAMS AS NEEDED CUT V, DITCH DURING CLEARING /GRUBBING AND //- EST 70 SY PSRM GRADING OPERATIONS. INSTALL SEE DETAIL 6 !CD -21 WATTLES AS SHOWN ON PLANS AS yam, rt. FINAL EROSION CONTROL MEASURES 3.. SOMERSET FARM S/D 2000APG 179 1 SPRING PEAK COURT (50' PUBLIC, R /W) LIMITS OF DISTURBANCE (TYP) INSTALL SILT "E- 1 INSTALL REINFORCf1D SILT FENCE (TYP) -_ 45 +00 +2 Rr °o Q 1UP N Z � U� Cell co Z N \F MINNIE DIXON INSTALL OPEN THROAT DS 3409 \PG 671 CATCH BASIN PIN° 0658- 46-1774 -L- STA 42 +32,12LT NCDOT STD 840.04 THROAT EL= 3725' INV OUT = 370.40' RCP -CLASS N 2B LF W/ FES 28 LASS _ CLA55 IRIP RAP lm RIP R EST /5 SY l INST LL R SILT CHECK, TYPE A EST 4 C ` r� AT A L OR A GE OUTLETS DURING EAR G AND RUBBING. INSTALL SIL CE A UND TOP OF CULVERTS RIP RAP EMBANKMENT PROTECTION AFTER PIPE I INSTALLED.ATYPI _ S /RIP RAP. TONS ez E EE DETAIL 8 (CD -2) �., TIE TO EXISTING SWALE STANDARD 'V'DITCH — F EST 12 PSRM OUTLET PROTECT /ON ( SEE DETAIL 7fCD -21 STANDARD -•,. CLASS B RIP RAP i H5427 INSTALL ROCK SILT CHECK, TYPE A EST 6 SY ,1 AT ALL DRAINAGE OUTLETS DURING I CLEARING AND GRUBBING. :l -L- STA 42 +32, IB"RT /W = 36850' INSTALL ROCK CHECK DAMS AS NEEDED CUT V, DITCH DURING CLEARING /GRUBBING AND //- EST 70 SY PSRM GRADING OPERATIONS. INSTALL SEE DETAIL 6 !CD -21 WATTLES AS SHOWN ON PLANS AS yam, rt. FINAL EROSION CONTROL MEASURES 3.. SOMERSET FARM S/D 2000APG 179 1 SPRING PEAK COURT (50' PUBLIC, R /W) LIMITS OF DISTURBANCE (TYP) INSTALL SILT "E- 1 INSTALL REINFORCf1D SILT FENCE (TYP) -_ 45 +00 +2 Rr °o Q 1UP N Z � U� Cell co Z PREPARED IN THE OFFICE OF: Kimley -Horn C and Associates Inc. , 3068 PHONE: (939) 0678 7 -2000 RALEIGH, NORTH 9 119)A6ROL1z050 76 N.C. LISENCE "F -0 102 EROSION CONTROL PLAN CARG,11,, FFS..... 9w4 o ro. sFAL 033167 - I NFE , ........... E ,'' I,��'�.:.,� „�.:�, 20 0 410 PROJECT: BASS LAKE OUTFACE GREENWAY REV. NO: 1ument GATE: IWof Sri pEttEp BY: Thtb document, or together with the concepts and designs presented hereto, as an Instrument of service, is intentled only for the specific purpose and client for which it was prepared. Reuse of and Improper reliance on this document without written authorization and adoption by Klmley -Horn and Assoctotes, Inc. shall yDght without Cop KlmleyflHorinta 0 Assocattes.I 2012 ocrotes ,Inc. l.L� doe xuuBER: SxEET xuuxEP: 012329037 EC-4