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Home My WebLink About20140090 Ver 5_U-2579B Mitigation Site As Builts_Site 20_20190801 ST�7E�. 05 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER JAMES H.TROGDON,III GOVERNOR SECRETARY July 24, 2019 Ms. Nicholle Braspennickx U.S Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville,NC 28801 Subject: As-Built Report for Stream Mitigation Project U-2579B Site 20, Forsyth County, TIP Project No. U-257913, USACE Action ID: SAW-2008- 03183,NCDWR Project No. 2014-0090v2 Dear Ms. Braspennickx, Please find enclosed the As-Built Report for the subject stream mitigation project. The Division 9 Resident Engineer responsible for administering the contract has certified that the site was constructed according to the construction plan sheets, with any exceptions noted in this As-Built Report. Initial estimates and permit requirements stated that 450 LF of stream restoration would be available once the pond had been drained and planted with the appropriate species. Measurements completed after construction show that there is approximately 490 LF of stream from the inlet of the pipe to the property line. The following information has been included as part of the As-Built Report: 1) As-Built Plan Sheets, 2) Photo Point Locations, and Vegetation Plot Maps, 3) Planting Plan and Restoration Detail Sheets. The sites will be monitored as described in the associated permit requirements. If you should have any questions or require additional information, please contact Mr. Randy Griffin at (919) 707-6121. Thank you once again for your continued support and cooperation. Mailing Address: Telephone:(919)707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax:(919)212-5785 1020 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH,NC 27610 1598 MAIL SERVICE CENTER RALEIGH,NC 27699-1598 Website:www.ncdot.gov Sincerely, DocuSigned by: G B8BFC9470D9E461... For Philip S. Harris, III, P.E., CPM, Unit Head Environmental Analysis Unit Enclosures cc: Mr. Monte Matthews, USACE Mr. Dave Wanucha,NCDWR Ms. Amy Chapman,NCDWR Ms. Marla Chambers,NCWRC Ms. Claire Ellwanger,USFWS Mr. Todd Bowers, USEPA Mr. David Harris P.E.,NCDOT- REU Mr. Marcus Kiser P.E.,NCDOT-Div. 9 Resident Engineer Ms. Amy Euliss,NCDOT-Div. 9 Environmental Officer Mr. Randy Griffin,NCDOT-EAU STATEco arwn nwn raaacr aarasn+a na axarr r°rw� .C. U-2579B OSM-1 DIVISION OF HIGHWAYS 34839.1.1 W PE EG. J T[- ORSY H , CO U Ner�7, LOCATION: WINSTON SALEM NORTHERN BELTWAY (EASTERN SECTION) (FUTURE I-74) FROM US 158 TO I-40 BUS/US 421 VIX wo , -- TYPE OF WORK: WIDENING, GRADING, PAVING,DRAINAGE, SIGNING, SIGNALS, CULVERTS AND STRUCTURES. ., a= 810 O / � �-_g G� A�l!i�/ A\`J h " �. END BRIDGE LL,5_+ -L-STA.385+81.69 W��O p o� �J� 7 P I I BEGIN BRIDGE z U I1 Z L O « -L STA.583+ISM Y \ J 14e 'y END BRIDGE -I-STA.559+21.65 } END BRIDGE \ Y4RPA-STA,1 .22 6 4 BEGIN BRIDGE__ \� �i' � � _. 1 6�- �•> � � BEGIN BRIDG r -�ST�555+50.01 � ry�o r h� ° -Y4RAA-STA.16—+44.341 W. r _ END BRIDGE 1 ND.PRO. ; , !" �� T pEE WIN TON-SALEM ;` - 5+50,Y4-CD-SSTA,1 17 � BEGIN BRIDGE / S U-25798- . ` Gfi ��A� 10 1] 2 IVORl/y-Y4CD-5TA.16+79.03 j m � -Y2- OFF-SITE DETOUR ROUTE 4196 Vwp� 9 SRN 6 VICINITY MAP F771y Lon �O�OF�FO�L t 8 I I qyY4CBEGID BRIDGE 45+76.53 t M��' 0.CRE K1YL �` nyy END BRIDGE w f 1ur Rise �OS > I `I Gaye -}4CD STA.41+92.-Q } 9 \ \�l �'� `�u 67 BEGIN BRIDGE__. Q\`'r h� BEGIN BRIDGE j ' �_ /' -Y2-STA,18+99.25 �?�Q �p�4r j -Y5- STA.21+60.86 D END BRIDGE y m N SEND BRIDGE J O �FM S / END BRIDGE o -Yl-STA.3�6334 u -Y2-STA.21+41.18 �O Q -YS=STA.2V-S-404 o BEGIN_BRIDGE_ A N -Y1-STA.32+93.77\ a �� BEGIN BRIDGE t ` trF B D YSSTA.26+62.28 p ti BEGIN BRIDGE E\I7 BRIDGE f' -Y4RPBD- STA. + B f5 j6 -YS- STA.30+97.13 END_BRIDGE S 3�1 Y4RPRD- STA.27+12.63 BEGIN BRIDGE 10 /1 G1' -L-STA.627+95,72 } %t 5 END BRIDGE -L-STA.629+34.65 BEGIN BRIDGE 6 --L--STA.-641+70-U 44 END__BRIDGE_._. \ / I �� END PRO . U-2579B BEG. PRO,J_.__U-2579B s� A� -Ir STA,643+79,01 I ; —L- Sl A 692+32.98 7 ' t —L- STA 478+00.00 1 LEND 41BRRIDG w ` o �O+ STA.SS+3. 8 AS BUILT PLANS FOR SITE 20 IIDENTITY ta.45+00.00 STREAM MITIGATION SITE �� o , ` POT POT Sta.45+00.00 N ON PLANSHEET 19 5 ; L-BEGIN BRIDGE_._ -Y4RPBD-STA.43+04.11 m END BRIDGE ,, BEGIN BRIDGE m ` -YS-STA.69+ 3.11 -YS- ..6--.58 Pnepo�ed in III Office of: HYDRAULICS DIVISION OF HIGHWAYS v GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS E`GINEER STATE OF NORTH CAROLINA �~ ADT 2010 = 53,560 LENGTH OF ROADWAY PROJECT U-2579B = 3.87 Miles. 50 25 0 50 100 1000 Birch Ridga Dr.,Ralailh NC,27610 a ,ya �01 ADT 2030 = 79,880 LENGTH OF STRUCTURE PROJECT U-2579B = 0.19 Miles. 2066 STANDARD SPECIFICATIONS 0 PLANS DHV = 10 % TOTAL LENGTH OF PROJECT U-2579B = 4.06 Miles. ` 0WSIGNATURE: � �LC) 5io 25 Q 50 too D = 60 % RIGHT OF WAY DATE ROADWAY cc, T = 18 % " PROJECT E.\'GI,VEER DESIGN �4P L PROFILE (HORIZONTAL) V = 70 MPH ENGINEER yak* c°L 10 15 Q 10 20 LETTING DATE: O -_J PROJECT DESIGN ENGINEER -0 " TTST 12 % DUAL 6 % P.E. v!o PROFILE (VERTICAL) SIGNATURE: STATE HIGHWAY DESIGN ENGINEER Nina PROJECT REFERENCE NO. SHEET NO. — — \ a Na�r ELSON '�EAVIL U-2579B OSM-2 RC4C S.W v4 \ \ RAN SHEET NO. \' \ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER U-2579B SITE #20 ` B`-62 ROT 220+66.56 AS-BUILT PLANS(-L-STA.683+08.3 21.20 RT) A % a30 'o0-L- i ROCK SILL 855.7' ELEVATIONDO 500.00, CONSTRUCTED RIFFLE x CONCRETE SILL IN 72" PIPE , E'4CD- STA85+65b7 0 ` "' 8�'5.6' ELEVATION �- • ,; ,. END -Y4C0-PAVEMENT � (� �N�P,. O � PAVEMENT ti v \ __SPECIAL DI'CH GRA / SEE PROFILE FOR GM I -45.46-Y4C0- I Oq \ ---- 141.00' 0.00-Y4CD- >H' E4 J.TA 741. � \\\ 212 200.00' y' 2 \ I f 0 r \ SPGN SUPPDR7 grpN 4 42'CSP__ \\\;'� _ CRIP 's' VEGETATION PLOT �j WELBOW EST 2 TON I \ \ C EST 7 SY PP -Y4CD- PT Sta.95+97.99 P� 201 AND ROD AND°uc PHOTO POINT CONNECTORS \ END SMOULDER DEWGUtiER HW C �,STK 690 t30 Lj LT •26,46-� o d FS� 9q�9q A308 201 IF \�- ---ronc 700.00' BEGIN SHOULDER 8EI GUTTER FS STA 687r90-L-Ly 2 1 _ \ Un g «� d>� � �J2'PSwj F -4- 42014 \ — r VS3D 4 r, / 302Z G WPIAI'7 — J2P5. IS 2GI ` krrrt-rTr--�p�—� - 97,: GPAU-35G / - 401WUT DRAT! \ 13`CSP W.�2 ELBOWS 18-CSP WyElE0W5 303 \� VO�DAND LUGS AND ROD AND LUG f L G '--�-CONNECTORS / - CONNECTORS iE�N"SH�OULDER EEAM OUTT __ STA 656+50-L-RT\ — — PS / CLASS'E' RIP R.4P A� ��NO SHOULDER BERM GUTTER i f` m. ice.. RIP 2 TONS L STA'692+33-L-RT .3E.67-: J --�RCCR PIL IN'Ong i / 1 s�P oEteum EST S BY FF VA, 200.00' CLASS'I' _ :EST 31 TONS I �- EST 108-SY"FP rF;L q,�., �i I\ REYiSE FILL SLOPE 3,75 11/ /. END TIP PROJECT U 2579B END ,\ L vD \ ETA 688+00 7. RT BEGIN TIP PROJECT U-2579AB WN.FENC� \ �c• a s�ae. A +52.9e L VA —L— POT STA.692+32.98 cHaa_Es =F Hn3; roo0 \ '\ —t \ � 240 \ 219 ---STA 687-90 TO 688-96-lr IT _ STREAMBANK REFORESTATION � \ Lw. lip, � � S• --- -- III. RAND E SON EAVIL of '-�" M- r „ - RCI S.W AVIL - .• �. _is 'f;,,.p . Co U-2579B SIP #20 -BL-62 POT 220+66.56 AS—BUILT f LANS ( L-STA.683+08.30 1.29 RT) }- - WITH AERIAL , ti ROCK SILL 855.7' ELEVATION �1 CONSTRUCTED RIFFLE r CON ETE SILL IN 72" PIPE - f r E41�SrAj= 8 .6' ELEVATION r . f. SPECIAL DITCH ORA ' SEE PROFILE FOR GRA - at SHELBA J.TALLEY JONAH R.MOTSINGER AD f. 42 CSP CIA VEGETATIO FLBOW RIP LLI 1 EST 2 TOLLI N FSS 2GI L EST 7 SY FF 298 RD 15"CSP W/2 ELBOWS PHOTO POI ROD AND LUG `Y;ONNECTORS 3 i"R13 O END + .. GI-A FS L 69 J FS 305 2GI f CONC - Q 300 BEGIN SHOULDER B GUTTER S `a.. a«1 -'` STA 687+90-L-L 2 F- ;.r. �. r _ cn 2GI W/FLAT 1 .� -r4CD- GRATE 8- _ w F FS - 'I S •. "` 2GI I .. U 301 �' O °d•P"S' ' 2GI _. _. <D>304 ! "' ?• :. a 302 O a 2GI W/FLA h S GRATE y FS` 2GI 2GI W/ T - �- 297 DRAV'35D 2GI W/FLAT -. -- -_ - - _- - -_--308 GRATE _ FLA GRATE ___.—-.._. __ - •y., 303 15"CSP-2 ELB WS 18"CSP W/ LBOWS �,P�.J '� .+...s �..^.r h "" '' t�„ a• ...i AND ROD AND UG ND R A D LUG t. �CONN TORS t BE MOULDER BEJ GUTT ---- -� STA 6R6s5(}--L.$T / ,j: -� ••" ;�. y'' CLASS'B' F . D SHOULDER BERM GUTTER•CHARL-ES JERRY HART RIP RAP 'S 692 L33-L-RT ` ROCK FILL IN POND EST 2 TO SEE oEr 1-3, NS ' EST 8 Sy FF C SS RIP RAP - __.._ ES 1.TONS . � F , x REV SE fii'SLOPE 2. 5. END END TIP PROJECT U-2579B 4 Ec DETAIL 31 +F . , S R K ILL STA U.SLOPE OND O P Rr BEGIN TIP PROJECT U-2579AB *RFE r- ' (Not t0 SCa18) :l ProGosed t l9■! —L— POT STA.692+32.98 cHARLEs JERRv HART NC1 Elev.=1150.0 Y - � Ecrin Fill z RocR Fill w N.W.S.L EI FRANCIS L.MANUEL > To Berm e45.7 BILLIE MANUEL - M STA.687+90TO 688+98—L—RT STREAMBANK REFORESTATION ycr �+ PRO1ECi 1E1E.4ENCE NG U-25798 I OSM-4 MATTING j RW SHEET NO.IN TRENCH - ANCHOR TRENCH ROADWAY DESIGN HYDRAULICS ON 1' CENTERS ENGINEER ENGINEER -- ANCHOR OVERLAP 2" x 2 (nominal) ON 1' CENTERS WOODEN STAKE v v a Fv v a v v ■ v e v v a a a. 1 ANCHORS ON 1�2," - � 3 CENTERS j DIRECTION I.a 12-24 OF FLOW �� - , �... •.� . --ANCHORS ON . I a t �� . 1' CENTERS w , , T To . . . . . f v." y ."v," ■ - "a a "■ a ,>ay. f".a. 'v .a... A m. a"'.a . a #10 STEEL REINFORCEMENT BAR 6" OVERLAY(MIN) „ 4 ANCHORS ON-- IA METER BEND 1' CENTERS P LAN VIEW 4,!--_ ++ A i 18" 1 FLOODPLAIN/ 241? (TYP) �I COIR FIBER-- EXISTING MATTING BACKFILL GROUND y ANCHORS ON r 3' CENTERS 1 1 " (nominal) -- - STAPLE EXTEND MATTING- 1 TO NWSEL - 6" MIN ANCHORS ON 1' CENTERS IN TRENCH 1211 I - s - — - - --MATTING SHALL BE � PLACED IN TRENCH r AND BACKFILLED \\-----ANCHORS ON I I STREAM BED /11 CENTERS ANCHOR OPTIONS II TYPICAL CROSS SECTION STREAy SANK REFORESTATION COIR FIBERMATTING DETAIL DETAIL SHEET 1 OF 2 NOT TO SCALE N.C.D.O.T.-ROADSIDE ENVIRON.14FNTAI, UNIT -- ----- - --- PROJECT 0.!P N0. SHEET NO. U-25798 79B OSM-5 PA'/ SHEET N0. ROADWAY DESIGN HYDRAULICS El TYPE 1 STREAM3ANK REFORESTATION SHALL 3E PLANTED 3 FT.TO 5 FT. ENGINEER ENGINEER ON CENTER, RANDOM SPACING, AVERAGING 4 FT,ON CENTER, PLANTING DETAILS APPROXIMATELY 2724 PLANTS PER ACRE. ❑ TYPE 2 STREAM1 SANK REFORESTATION SHALL 3E PLANTED 6 FT.TO 10 FT, ON CENTER, RANDOM SPACING, AVERAGING 8 FT.ON CENTER, I LIVE STARS PLANTING DETAIL 3AREROOT PLANTING DETAIL APPROXIMATELY 680 PLANTS PER ACRE. DI33LE PLANTING METHOD USING THE K3C PLANTING 3AR ❑ NOTE:TYPE 1 AND TYPE 2 STREAM3ANK REFORESTATION SHALL 3E PAID FOR AS "STREAM3ANK REFORESTATION" LIVE STAKE 4wl II 2 inch u SQUARE CUT STRFAM3ANK REFORESTATION TYPICAL BUDS(FACING UPWARD) —� ! I 1.Insert planting bar 2.Remove planting bar 3.Insert planting bar aA Shmvn and pull handle and place seedling at 2 inches toward planter I TYPE II LIVE CUTTING toward planter. correct depth. from seedling. "/2'-2'DIAMETER) Vt] I T11 E I '. 2 i ;oer i 6A B FT. I Y ANGLE CUT 30'-45' RTRFA)f — r i 1. _ I I I I I 4,Pull handle of bar 5,Push handle forward 6 Leave compaction toward planter,firming firming soil at top, hole open.Water STREXM3AN'K REFORESTATION' @oil at bottom, thoroughly. NMURE,TYPE, SIZE,AND FURNISH SI-I<1LL CONFORM TO THE FOLLOR7NGt CCIR FIBER.VAT TYPE 1 LIVE STAKES PLANTING NOTES: 50% SALIX NIGRA 31ACK WILLOW 2 ft- 3 ft LIVE STAKES I PLANTING iaG t 50% CORNUS AMOMUM SILKY DOGWOOD 2 ft- 3 ft LIVE STAKES During planting,Seedlings TYPE 2 ! Shall be kept In a moist canvas bag or similar container to prevent the 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in - 18 in 3R root Systems from drying. A, EXISTING/PROPOSEDAll GROUND 25% PLATANUS OCCIDENTALIS SYCAMORE 12 in - 18 in 311 K3C PLA\TM .3aR 25% QUERCUS PHELLOS WILLOW OAK 12 in -18 in 311 Planting bar Shall have a blade with R triangular 25% QUERCUS NIGRA WATER OAK 12 in -18 in 311 7EXISTING/PROPOSED cross section,and shell STREAMBED be 12 inches long, 4 inches wide and 1 inch thick at center. j BAN( STABILIZATION WITH LIVE STAKES NOTE: — LIVE STAKES SHALL BE SPACED APPROXIMATELY FEET STREA�VhANK MFOUSTATION ON CENTER LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY ELY �a ROOT PRUNING OF LIVE STAKE IS WITHIN GROUND All seedlings shall be root I pruned,if necessary,so that no mote extend more than DETAIL SHEET 2 OF 2 10 inches below the root collar, — — � N.C.D.O.T.-ROADSIDE ENVIRONMENTAL UNIT