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Home My WebLink About20171338 Ver 1_17BP_9_R_99_Permit_Combined_20200113 Highway North Carolina Department of Transportation ° Highway Stormwater Program STORMWATER MANAGEMENT PLAN °._% (Version 2.05;Released April 2016) FOR NCDOT PROJECTS WBS Element: 42313.1.1 TIP No.: 17BP.9.R.99 County(ies): Forsyth Page 1 of 3 General Project Information WBS Element: 42313.1.1 TIP Number: 17BP.9.R.99 I Project Type: Bridge Replacement Date: 4/28/2017 NCDOT Contact: Bill Elam Contractor/Designer: James Rice Address: 1020 Birch Ridge Dr. Address: 555 Fayetteville St.,Suite 900 Raleigh,NC 27610 Raleigh,NC 27601 Phone: 919-707-6718 Phone: 919-232-6621 Email: belam@ncdot.gov Email:james.rice@hdrinc.com City/Town: Clemmons County(ies): Forsyth li River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): _ 0.21 Surrounding Land Use: Rural/Residential Proposed Project Existing Site Project Built-Upon Area(ac.) 1.1 ac. 0.6 ac. Typical Cross Section Description: New road location,(2)11'travel lanes w/(2)5'FDPS;New bridge location,5'6" (2)varies 9'-11'travel lanes w/no paved shoulder;21.5'bridge deck width,20.167' sidewalk,2'paved shoulder,5'bike lane,(2)11'travel lanes,5'paved shoulder clear roadway for 2 lanes Annual Avg Daily Traffic(veh/hr/day): Design/Future: 1,580 Year:2038 Existing: 1,340 Year: 2018 General Project Narrative: Replace Bridge 95 over Blanket Creek on SR 1100(Lasater Road).Existing bridge at stone waterfall(Lasater Mill Pond Dam)to be abandoned while new road and bridge (Description of Minimization of Water relocated further downstream Blanket Creek.Existing bridge allows roadway runoff onto the surface waters.Proposed bridge does not have deck drains.The bridge runoff is Quality Impacts) routed to a proposed storm drain system that outlets to a rip rap lined ditch prior to entering UT to Blanket Creek.Provided Grass Swale treatment to maximum extent practicable.Vegetated conveyance used where Grass Swale treatment was not met.Bank Stabilization is provided at interior bent#1 to protect the outside side sloeps of Blanket Creek. Waterbody Information Surface Water Body(1): Blanket Creek NCDWR Stream Index No.: 12-90-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T$E Species? No Comments: NRTR Stream ID: Blanket Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Highway North Carolina Department of Transportation 41,44 Highway Stormwater Program € STORMWATER MANAGEMENT PLAN '�'?—' ` (Version 2.05;Released April 2016) FOR NCDOT PROJECTS WBS Element: 42313.1.1 TIP No.: 17BP.9.R.99 County(ies): Forsyth Page 2 of 3 Additional Waterbody Information Surface Water Body(2): UT to Blanket Creek NCDWR Stream Index No.: 12-90-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(3): I UT to Blanket Creek NCDWR Stream Index No.: 12-90-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SB Buffer Rules in Effect: I N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(4): UT to Blanket Creek NCDWR Stream Index No.: 12-90-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SC Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(5): Lasater Lake NCDWR Stream Index No.: 12-90-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV(WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Lasater Lake Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Highway North Carolina Department of Transportation �� • gStormwa to I *, Highway Stormwater Program STORM WATER MANAGEMENT PLAN (Version 2.05;Released April 2016) FOR NCDOT PROJECTS WBS Element: 42313.1.1 TIP No.: 17BP.9.R.99 County(ies): Forsyth Page 3 of 3 Swales Station&Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 410 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 4 DRW-10+50 Lt. (2)UT to _ 0.0 4.0 2.0 0.1 10 40 0.84% 0.2 1.0 0.3 1.1 No No 36.024911/-80.420011 Blanket Additional Comments ��,r See Sheet 1 A-1 for Index of Sheets /,STATE 1 14 ® l NO 16\ �L CA I•\®� N STATE RATE PROJECT WERINCE NO. TIT ST 6 Te�� m See SheetC 1B fob SSurvey rology \Y l d 1 L -1 A N.C. 17BP.9.R.99 1 A m � See Sheet 1C-1 for Survey ControlJJJ Sheets DIVISION��\(((\/y �(\1 OF HIGHWAYS /I , r— ld V dl ON O II'A'E MQLNa r.A.11oo( YYCRI/1'ION ` O i 42313.1.1BRZ-1100(23) P.E. 42313.2.1 WA RW 1 iL� , ' ''- - 17BP.9.R.99 WA CONST. o,i; urrn 7__ FORSYTH COUNTY 2:4II /:1:1 7/ ., ‘ )7 LOCATION: BRIDGE NO. 95 OVER BLANKET CREEK ON SR 1100 (LASATER) ryd`P,Rd./\v` / I 1^_ _� , ti ‘I ll9l •rill CITY LIMITS y 3114 L Lak-shor-. • ,, o TYPE OF WORK: GRADING,DRAINAGE,PAVING, CULVERT AND STRUCTURE N /Pa. ` ^V V `‘ I `` J ya�et40 " �` �+��Q 644 PRO EC uau -Cle , i ra �'cp -TION ' O0 �4.F �a 4 "o : END TIP PROJECT 17BP.9.R.99j� r ` 4 � �\ 4D .- u� 1- —L— STA. 21 +50.00 VICINITY MAP / i )NOT TO SCALE) / -0-0-0- O\ \ \ LASATER LAKE ( 1 DETOUR \ �.. \ \,END CONSTRUCTION \ I I PROJECT NO. 17BP.9.R.99 SHOULD BE USED IN LIEU ` \\\ \ OF ANY REFERENCE TO FORMER PROJECT NO. B-5152, ��\\ -DRW2- STA. 11+00.00 THROUGHOUT THIS PLAN SET. —�=�`l, 4\NNN sfr \� __ �� ' i�' \ I` LASATER RD. SR — {�� WETLAND AND SURFACE BEGIN CONSTRUCTIORJ'b ;> I:--- - WATER IMPACTS PERMIT -Yl- STA. 12+50.00 ' _`\., ; .-DRW2- /,'. : ,_/.- f ..,.:.--,:- SITE1 / / �, K 4,-L- SITE 4 ¶,. I TE 2 ;',; St- ti PERMIT DRAWING GIN BRIDG �,%� END CONSTRUCTION p0 SHEET 1 O F 8 / i -L STA. 15+8 .61 -DRW- STA. 11+10.00 j i r , m END BRIDGE O f// /i " —L— STA. 17+21.19 BEGIN TIP PROJECT 17BP.9.R. 9 —L— STA. 10 + 60.00 ITt 3 q INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL • • THERE IS NO CONTROL OF ACCESS ON THIS PROJECT UNLESS ALL SIGNATURES COMPLETED Eilill V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office at HYDRAULICS ENGINEER DIVISION OF HIGHWAYS J HDR Engineering, Inc.of the Carolinas STATE OF NORTH CAROLINA ADT 2018 = 1340 Im) � 555 Fayetteville St., Suite 900 Raleigh,NC 27601 50 25 0 50 100 ADT 2038 = 1580 N.C.B.E.L.S. License Number: F-0116 FLn:: 1 1 1 1 1 K = 13 % LENGTH ROADWAY TIP PROJECT B-5152 = 0.180 MILES 2018 STANDARD SPECIFICATIONS PLANS D = 70 Q/00 T = 3 °/D PHILLIP E. ROGERS, P.E. P.E. o LENGTH STRUCTURES TIP PROJECT B-5152 = 0.026 MILES RIGHT OF WAY DATE: PROJECT ENGINEER SIGNATURE: - 50 25 0 50 100 N� �y �� '/`I V = 25 MPH TOTAL LENGTH TIP PROJECT B-5152 = 0.206 MILES JANUARY 31,2017 ANTHONY G.THOMPSON, P.E. ROADWAY DESIGN ENGINEER ' 1411, " PROFILE (HORIZONTAL)) (TTST=1°/D + DUAL=2%) PROJECT DESIGN ENGINEER "a FUNC CLASS = LETTING DATE: mca O 2.5 0 5 10 �_ r , I'i"� LOCAL RURAL SEPTEMBER 26,2018 \QU v MATTHEW JONES, P.E. PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT Mil o e P.E. :! �,` SIGNATURE: 0 m PROJECT REFERENCE NO. SHEET NO. / LEGEND: ( \ '' l7BP.9.R.99 4 GR co DENOTES EXCAVATION RES SHEET NO. N WETLAND WOODS ROADWAY DESIGN HYDRAULICS / �. / ENGINEER ENGINEER DENOTES FILL I N STONE *A��,P _ /I % . �� /(F/ /V/ WETLAND _ =Ts _ INCOMPLETE PLANS /�� j6/0 L� $p DO NOT USE FOR R! iV ACQUISITION \ \ // ,' \ / DENOTES IMPACTS IN o SURFACE WATER * . ;y 7 _ __— //CHARLES AND WIFE GAMBLE c DENOTES TEMPORARY **/ /e/ (.. ,;�' \ \ GLORIA GARMONGAMBLE ` v �� tiJ,-�a IMPACTS IN SURFACE WATER �� ISFD / / /// *4/ // WOODS EIP DOCUMENT NOT CONSIDERED FINAL R UNLESS ALL SIGNATURES COMPLETED pyOODs .'tFA \%cPcL)-- 0 KEITH P. PHILLIPSs �* Q/ * \ ,o �� / • ✓S 8 114 * �- / /� �// F)R HDR Engineering, Inc. of the Carolinas �� \\ o ''' JOHN FITZGERALD o FOUNTAIN / *** `� 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 �� .\ LT � } AND WIFE LASATER LAKE *� * METAL ,�Q * �. / ////I N.C.B.E.L.S. License Number: F-0116 / \�(s \ �,\ p �* KATHY FITZGERALD CANOPY • *.� M r GR o �I I 6 EIP C3) • • �� t , \ q � 0 . LASATER LAKE OWNERS ASSOCIATION, INC. o 7 f, rn 11 I 0 . �� \ \ \�• 10044- 3it o MTL ,� . II AIROAKS OSSOCIATES, LLC* V \ ��.: \c� **�► �t . .SAT I ` � \F \\N- \\y \ STOP . HTAL *�* �� vt�.�__ G� 01 II i tij��I l �� ' \ \\ \ opt \ �� • �0� - z I 1PPATI• i A l / v / t v��* I I •oADwAYr CUT ,��j / mew € • UNKNOWN OWNER sToNE WALL ��`0 'ITCH wiRIP RAP 'V �'�� \ 10 �`r�o \ v� `�, • • DITCH DATA AND DEED � * la�l� III EE DETAIL 104 \ * AND AT _ EST. TO17AdrAriire,,,am.:441rierocrrif/y/ \ • \ -p \\' , ' VAR. HT. {} * DA= 0.33 AC REFERENCE 1* ` I I I� 11 � �.� \ \ \ iASTONE WAL k C SLOPE= 3.56% SPILLWAY • I C : • 62 SYGF%' i �i r�� , .� � WOODs L REQ.= 33 FT 1r►� \\ �,� * „� k� L PRO.= 32 FT9 SPECIAL CUT DITCH o I I1i1��I#0 I✓ f� i . ✓ Q2= 1.18 CFSWATER ��1 1►� •v \\ �� ' i( J' SEE DETAIL D .� / / 111� ' '� ) V2= 1.60 FPS WHEEL 10'ACCESS JIII�'i��• \ \ �x + Q10= 1.54 CFS NT ? 1l'P OOD .� �_ /��(� �� `' > .:9\ ,O� �41.0„ .� • • ►1e �� vto= 1.73 FPs KEITH P. PHILLIPS SEE EOTECH L5 k� I;y� 1,' // / 4 N . �� '' ., ' ° O V A ODDS O � * ��/ FOR ALL DETAILS i ��/ TS �� N J /!�� .'16 �,1/ Ir '\ c �• SPE • -L DITCPI�� ** "�i�'1* _STA. 14+60 14+92 15SY R��CK P ING '� �y ,� ,/ tilr' v SEED D fit-, '� - FL ./ 7 .a. ,'� \ / • • BST . . ?s �'• ,�Y,� �. ��r W / a �4 / frAl .'I JS .�n'1.,� \ 7:•;41:EiA,,,,, �i n R JR t 1O `v' �,i it. ®/��' f� iiiii!„ f . /,-� f• • �il SEE SH $R �(1DFOR �i�STO E �� * / _ `'�'�I /� �" �,,\ \ • \ \ � � 'j{� � CUT D TCH • — Q BST DI �\ � 125Y ROCK PLATTING � N � C' IE/' � :14.61p:' � � it* I HANDRAIL DETAIL ( I' f * 4,44,0, ��' �Fa \ * AD iP;, 3 � `7 RETAIN D -- NATERFAL ';�.EI * * i, /� �! �� • �� \ ay \ ► • . ` �:f' ' WATE;lit. NE i ��' �� EC • • ��a ✓ < �a. dI 12 RCP t I I��6 \ ..- # p * . it — o r.�., * it* ` \,„ / 1 t \ \ \ * 9'ROCK �ALL� _ -- — r -rr- o. l2 •�;0._-- :I, �� / /� ��1 aJ •� - _ . ... ►��• ' �4� \ '.\ 4444 40111i OFW �. BITCH E0011 l8 BST RE WALL CIILAO�I�:Ltt.'lr �. �!.�� GR 1,11 W/` 1.� .�, F� f�'(7 / e -.wcis-1 '! .' DETAIL �� — — �� — .�-`:r' :n. --- 6 �I • lit iilr . � ,.___ ,. : •�•'.�'\ES F vv� �,;F 'i'�,�h a'F e* �F * * * p ��. T. BASE DITCH � � ##r�i �TO�E �v / � . �I / i� ��wA \( r EIP - - -- .. #_* * i t��►��c#>�a:, 1 �i 0 ,yl`�(-�,ry•D BED * : ‘&111rk.. ,`1\\- -�—.. _ -- inisriiv EE DETAIL F X ,�7s/—/�+ i'✓ce it`sEST. 16 TONS S 2 14 STONE RET WALL . . JAIME E. TRUJILLO EARTHEN DAM �� . BAMBOO WITH LIGHTS I 35 SY GFc. •�� AT. BA DITC %�/ RAP a • TI N AM:do D • f tc% ' . // ►EE DE .IL C / NE S° TRUJILLO EST. 3 TONS �''��Ij*�♦ �'�''� VF \ F BANK TABIL ZATION s� STONE USEE DETAIL ' ' �FAI6u•RIN. �•0 D 4/k �► '/ / /�/I/ I��:�� Ste- ► I LT„ % • STEPS 10 SY GF ��t--�- s�.6 \ . 0 TO 'S •` GR RAS9 M J` �UA EST. 40 TO S N5 E %p, I // '�Od !Q\ ,. \ 'ONE' ° SY GF • •:EAI �i i., / i 1 • JC, ��`�°�� . . Ot�• \ <, •'✓'' . - 39 SY e• AND I �� '�� \ �GP BAMBOOKEITH' ° PHILLIPS LT € , BAMBO• %VE ��;9' �i`�r / III SPE T. CUT DITCH $ �� „ ► �� .,,' ` R _ LEIG I-�NN JAN = ,�• 2 I. ""7.r /k• = TAIL D \�i /' SITE j I ,�� REMOVE T:' S 1• - . , 'E H ��„�/'i,f A i �� Q �'r� ` �►,�+�►�'' elf - --- LAT. BASE DITCH RT \ti I�ypt` y ti� I► / � �F i�i/ ,/1 15 �= SEE DETAIL F SEE :ETAI . / ` • �•�♦�•� • � �, •�.�-'l3 t s�/ C'i��! �7 STONE'� o S GR TI _ °, .rI I �/ 4i�4I�� WOODS '`; •. ! tY - / " EST. 6 TONS L I I S OF32� ` : o„I o v v_.; • D 3 SY GF :Fp/ , ' �. /ik o DITCH DATA ,,� �� 6" /�° fi ''� •"t� FAIR OAKS DA= 0.96 AC ��, / D � , SH, J.BS �; GR \ ^' ,` z',,,, :,; RETAINING ♦ z `� uBs ,o� +� I ,. POD ASSOCIATE C SLOPE= 3.75% ��o� �O/,pT ��v.,.,?> � i 1 F fr4: e' � l./ � Q:��' �.�J `'` NL REQ.= 96 FT /I �• , 0r'o1i ,iprI �_ i �� 7 �r ;'; J•�,��.L PRO.= 152 FT �� •' �o ��` `^�*� _ - � --- IUD fir„ .� °�%'��I;'��` Fib \Q2= 2.63 CFS 0 � � M ' �.tii B :00 / / ♦V2= 3.24 FPS I��' �� 1t�yy�� `'�� — p. O� /.a ;, /C.t �.�� ' �� O , ARS Y Q10= 3.43 CFS ►�• � � ,rO F �'/ .11 4it�� —I��c` ,fir•.,•.., » / / fie'/,e ♦� �/ .� f Ilt�fir..�I<:a, �� ,rlititili ` ,) 'LA . V DI eV10= 3.46 FPS � :AM:. \ * u,B�r, ,/, ��%/�i`►�[, CI .:,d<. ��►%L.Y�7➢i �, r �" I��i. U ' r% I 11r�1111111111Ai1 �� • _ �rry►�� `� _ ` ./ WOODS / r'y�'.. SE {:D AI SITE 4 �, .4 .�.��titi��l niwwor,,,, / ►'- ONE STA. 13+50 14+52 �� / ,`• 4� _ r�, 5„ `� F �� ** SPILLWAY JASPER B. WHITFIELD STANDARDS ��w F �__ �, �ry5��l:i�.�t��ri«r� :��:,t ,! AND WIFE gt�tsirdi glIN"' illl11111 mr�1:5�' Nip, �� *�. PIP UNDER 'V' DITCH 2 �s,�'7�.�Irw�:��r:!�� tiyy �.��,��Yyy��.�/. —..�.� / i � ��' R' 1111117��1 ��h, /, �lflflf�l I s� y *° • •NE DAM SUSAN W. WHITFIELD SEE DETAIL B �'�� r•• c,, _, �� , �� l�ir�i�711111r7■ •rig%,i:,� �1!!l�II■ !� ' /�� i w��SHY 'TO BE RETAINED • SLOPE=0.31% /i< 11�♦��%� .' BAMBOO �,� 'II�� illll■■■� '11�i�.,�� il�ilili �� LAT. V DITCH �� r - ,, tt,�yy ��,,yj;� �.� E TO FIND PIP' SEE DETAIL EA \ 0** - _ . _.i��il rI:t" ��nnnnm��l �.%y!��a��i��rrrn , `\`QIa . O i ........." 7 -d.. r P;,, 20 SY PSRM `; • OO 7'x :r A il%7��11M,1111, ► I��—`�'illilil�%%lyil V �X 24' SILT i� Ui1111//,1,//77111! a f1111101011 `r FENCE — — — — — BU RI••sA. \ iiiiiiiiy1/ ��:ih�il�i�i �il�i 111V, -f- i/j O _��— 1; A7!, .. — Q,e EIP . : . + SPECIAL T DIT f�'' /� • ODDS ��1I. it fASSD II RIP RAPE R�rw,'il rpoP 0�6 �� id' �� S C CUT C / \ SEE DETAIL A I it, k ' Zio ' `�'�� X AVATI• WOODS PUE 4<1 VAR. HT —91 STRUCTURE ' „ re,,. �/ D6 --_________ / STONE WAL of � ♦► .. SITE 2 36•� PAY ITEMS VII 1 / SP CIAL CUT GRASSED SAL' DETAIL DA iiiItA _ / , � ;1 C — SEE DETAIL DAs �• .�' CN'0 UTILITIE N `IP X m �`� 1 w,1 ; / G o SPECIAL CUT GRASSED SWALE .• Q �/ . � WOODS \, I 48° SR HT XWW ;. : `► �. _ a E oo ( Not to Scale) k ., *UT • ► 1 . I �Y ' ' •r� N ao I I • ti f Front �� ' Ai' # BANK STABILIZATI N I MIL 1 •'C i WI Ground ?• Al oet AND ► ' •.� , P� * O 'l GATE rn • s/ • SEE DETAIL 'J' / N �, I \i-p dot'\ Ditch s/ e /F **` { EST. 12 TONS 20 00' R / O I P *° WOODS / h WOODS � � � Slo e,,w/. I o° . . . . . . : 0 . -- • k It,/ . lo h Lq� {�} 17 SY GF m SITE 3 I F G.".•I Min. D= 1 Ft. a- G,Q • l • .1(\ rn °' . / F B= 0 Ft. ..• ,, b . *MYL GA� T��_ .,.,v / / .• ( ��_�~ r WOODS I -DRW- FROM STA. 10+25 TO STA. 10+50 LT / / /1Q • •�� •Lu1\\ESS F �� _ —_— _ // �� KEITH P. PHILLIPS \\ i DETAIL J WOODS / \� • '�� / Qo 4 SPIGOT - — — — — • I �� 0I/ �, \, I SPECIAL CUT DITCH BANK STABILIZATION DETAIL D (� �� Not to Scale / / • / / / O •r` I I I (Not to Scale) ( ) k e O \./ �� r \ Front Nat.Channel % 0// m , �, V�ESLEY TEMP ETON I� 1atDitchslopes / \ / / + W •OODS 'W. t AND WIFE WOODS • Natural d ?. ��a�<e` Slope 1.5 • II // CB 411 I� BARNER TE PLETONI II D\ / .I I • / �� Irk /' v' Min. D= 1 Ft. � \-1 / / • • 0 / 1 C fir+ GEOTEXTILE \ • �' // / k • 5 � PERMIT DRI\\A/ING -L- FROM STA. 19+50 TO STA. 19+69 RT Type of Liner- See Below \ •J/ , m -L- FROM STA. 20+65 TO STA. 21+00 LT \ BK 4S �j/ / 1 '�, —Y1— FROM STA. 13+00 TO STA. 13+50 LT _L- STA. 14+95 RT, CL I RIP RAP=12 TONS, Geotextile=l7SY c JOSEPH RAJACICH • COLUMN / // // 3 f SH E ET OF 8 -Yl- FROM STA. 13+00 TO STA. 14+52 RT _L- STA. 18+44 LT, CL I RIP RAP=20 TONS, Geotextile=39SY AND WIFE \\ /c. . - _ I -Y2- FROM STA. 10+23 TO STA. 10+90 LT -Y1- STA. 14+49 LT, CL I RIP RAP=20 TONS, Geotextile=39SY = OLYN TESH RAJACICH �� / /c°o�7 Xm• �� O.Cr) •• \ %gs� � // /I,'O coNc NON /� DETAIL EA DETAIL E LATERALD BASE DITCH DETAIL G BK '• „ck� \ 0 6Si, LATERAL 'V' DITCH LATERAL 'V' DITCH STANDARD BASE DITCH (Not to Scale) CC /0 7 , R^Of �1 (Not to Scale) (Not to Scale) b (Not to Scale) O 100' 0' 100' (v11 . b b -X Natural6 U RI Natural Natural ■ ■ ■ ■ ■ \V�` O , ;n Natural ? T— Fill —� / ` 1"/FtSilo Ground � ,L.1 Ground O Natural r Fill Ground ?' oie Z . Ground `L' 1'Ft. Sloe pe 83 OX I iI`� _ d= / D p Ground ?./ D �1 1'ft. Slope d LC)* + �G- F ' r — — Min. D= 1 Ft. GEOTEXTILE B Min. D= 2 Ft. B * � Q. � ��il ,I Min. D= 1 Ft. �� Min. D= 1 Ft. n-ee GRAPHIC SCALE \O Q \Tc, P �� Max. d= 1 Ft. B= 4 Ft. LOLL A �G �'! II� 'N_ b= 5 Ft. b= 5 Ft. Max. d= 1 Ft. 200' 0' 200' ti ,�c�r B= 2 Ft. -L- STA. 18+22 LT, L=23', S=0.52%, DDE=60 CY ovC CC ■ ■ ■ ■ ■ r '��1i Type of Liner= PSRM -L- FROM STA. 18+50 TO STA. 19+00 RT Type of Liner= Class B Rip-Rap b= See below °) '�L_ C3 �t11r 1 -L- FROM STA. 18+12 TO STA. 18+50 RT DDE=22 CY -L- FROM STA. 14+60 TO STA. 14+92 LT (b=3 Ft) SEE SHEETS NO. 5 AND 6 FOR PROFILES o �U — '� DDE=6 CY DDE=4 CY SEE SHEETS S-1 THROUGH S_2 L� ENLARGEVENTS SCALE I I \ -L- FROM STA. DDET0274 CY FOR LT (b=5 Ft) FOR STRUCTURE PLANS. />> \ I I ` ( \ ` - \ \ \ \ I I \ \ \ \ /. . PROJECT REFERENCE NO. SHEET NO. � _ \\\\\\ 1 I \ \ \\ \_ _ , 'MI )I \ \ \ \\ \ \\\ \\\ 1 \ \ . \ o\.\ _-- LEGEND- . �' ~� l7BP.9.R.99 4 \ \\\ ) I l \\ \ �\ — I I 1 /1 I I \ \\ \\\\\\\\\ \ 1 1 \\ \\\\ � " /%// Raw SHEET NO. \ I I %;�I \ \ \ I I ► I ► \ / \ \ \ \\ \\ \\\ \ \\ \ \ \\ DENOTES EXCAVATION \\\ //''a` :.-i-f----:\--/-4..:1---1, ROADWAY DESIGN HYDRAULICS f //1\ `\ � l / I I I \ 1 11 11 \I V \N. \\\\\\\\\ \ \ \ \ \\\ ' I N WETLAND / ��wo��=�J \ / / // ENGINEER ENGINEER \ II \ \ \ \ \ \ \\\ / \\ \\\\ \�\ I , I / \ \�, I\ \' \ \\ , .- , , V . .\ \ \ \ I \ \ DENOTES FILL IN _ / y!1� ,r —, I J I I \ \ \\ \\ j I \ I I \ \ \ \\ \ \ \\ \ \` /\ - WETLAND INCOMPLETE PLANS J I \ \ \\\ \ \ / / \ I \ \\\ \\\ `C \\\ / N / ,iv, 7 -.° '�' — DO NOT USE FOR R!Mr ACQUISITION / / � I I \\ \ \ 1 / \ I I 1 \ \ \ \\ \\\ \ \ \/ \ \ \ //// . `` \ \ \ /.�./'\\ \\\\ 1 / / \ III \ 1 \ \ \\ \ � �;�\, �\ SURFACE WATER N i�/y %` ,• ....�_ \ /�-/ 1\\\ )1 / \� \ ) \ \\ \ \\\\\\\� y \\��\\\ �\ // \\ ►/� 7i/, , zc, , %% - _' //%/ // I��/1 / \\ �/1 \ \\ \//'' )\ \\ \\> 04.Lt \E)11.1kINtt)t61\1\\0\c t j ' . 1:� ',rj(l ;. _/ \ 1 \\ r \ \ \ ' � I / '1 DENOTES TEMPORARY \ , , // aS��/,,, % �� __ __ _,�—%�,, / / ) \ \\ A@ \ \ N `� � \� \l ti -� IMPACTS IN SURFACE WATER , � / // *6, / / / // s —_--= / / \ \ / \ \\ \ �/ . . v ., \ \ \ \ \ \\ \\ \\ \1\ f Q 'I� / // ,c / / /�/ / / ///// �\ DOCUMENT NOT CONSIDERED FINAL _ _—_= / / \ \ \ r— / \ \ \ \ \ \\ \ • \\\ � \erN-loct)— , // / �* / j/;I: �j� / //j UNLESS ALL SIGNATURES COMPLETED �� _— ——�� > \ ) < / \ \ \ \ .F, KEITH P• PHILLIPS !. / AA //*ate /� / /// / // / _ ��— '_�C ____,�__ '��/ \ \ \ / \\ j�o� • �yyo�Ds \ \ \ \ \ \\ \\ O `1 -� / //// // / / 8 `�� R* Q �� / / / / // I r— HDR Engineering, Inc. of the Carolinas / ( \ �,!\ • , of \ \ / //\ 4r. ,�\� JOHN FITZGERAL \?*D /, IJNTAI * /�l//// /� / �/ \ 555 Fayetteville St, Suite 900 Raleigh N.C.27601 ,� I \ T \ // '`� )l �� / 1 // / N.C.B.E.L.S. License Number: F-0116 - y / \ �I( / AND WIFE i LASATE LAKEF)1 _ �1 / \�(- �` \ / / \ \ /^`\\`(= *� \\ 1 / IR , /n* *ETAL �� * 1 •,� 1�/III // / / / \ — • — y \\\ / / \`—. \\ ft. ` KATHY FITZGERALD \III 17, NoP *�'�� I II11111 II,. l l///// -- -- - �� _ -k _ - N:1'3 \ \ \\ \\\'� cR I ,,la IIII I // /} 4/ \ \ \ \\ \\ \ \ \_— _ �\ ra4% .' \_ LASATER I./AKE OWNERS ASSOCIATION, INC. \ \ 7 , ► 4I / /jI/' 1 11 \ \ \ .fr * _ \ 1� �tb1dK)SS�oCIAT3— �. \ \• ' • I �it� �� — 1.4, /v * �' —z \ v� v� �� / I tom ., �T G� �-' / I ' I IIII I, III \ 1lk- I I/ ��. r\ _ - NV , yVA". HT. l I v \ �. r` III I I I �,7.� / \ r/ //� f/ / \ _ m\ a. ��1 \ '• \ \ • \ \\ `\� \ �� 1 _ Z , \ \ PATIr / /11/v. / / I ffi) // /\ 1 / / / / K. ��`_ _ �� ofr, , \N. F \1W �I / I 1 \ / \\\ \ NAND DE DNE STONE WALL �� xl� I1II II l\ \\ .�,F\ �RI� R ae > // / ;��?��' /// — ( ( III / /�- . \\\\\ s'S� * / / \\ �� , / DITCH DATA REFER AT '� ✓IN 111 lI l `� �`� s � �� / // \ / / 1110 \ \ \ VAR. 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I \\ II 1 \ \\ 1 1 I DETAIL D BANK STABILIZATION \� / J//I / / c , T IAlk �' ,, I/ ( I I \I . \VI 4' 11110111 IIII\1�`\ �/IIII\\ \ \\ \\\\\\ \ \ \\ \ 1 I I / SPECIAL CUT DITCH /_/1 \<� _ I_/ // r l / / I /// /�/ / � , g i \I 1 en ar. \ ( / \ I>' 1 1 0)t,_ \ 1111 I I I 1 1 1\ I \ \ \ \,\ \\ \ I I / / (Not to Scale) (Not to Scale) ��` l— / . — J / / // / 1 1 / / . / / / 1 I • V ■r \ r \ I I 1 I1 \1\ \ 1 \ \\II \ \ \\\ \ \ \ \ 1 1 I I Front Nat.Channel _ _ , `� / / / I • jESLY TEMP ETON \ : \III \ \\ 11 \ \ \\ \\\ \ \ \\ 1 I Slopes / // I / `' / f m ` n t Ditch �� _•_ `�_ ——_ // I 1 I ( / /' �� / / Vw UD$/ • I , I t�a \ A IF I \ oc�Ds\ \ 1\\ll 11l l \ 1 j III \\ \ \ \\ \\ I 1 111 I I III Natural A�o et Slope r i .— _ _// \ 1 1 1 . ,J / / • + 9 /. 1� t, ' \ AND IW E \ / \ \ \ \ \1\11 \ II\ \ \ \\\ I I I I I Ground �• \a\` 1.5' / 1 n� \ \ \\ \1\\ \ \1 1\ 1 I \ \ \ \ IIII I I I I I D F . — `�� - . . — / j/ / I ) / ///I J j / //, . % / J ' ' C� ,. •, n BARNR TE' P , TON / \ \\ \\ \�Il�\, !1 \1\\\\ \ \ `\\\ \ 1111 1 I I • • —— ./ J I / / I ( / 115 \ / \\ \ \ \ \ 1 \ \ \\\\ \ 1 \ I I I I I Min. D= 1 Ft. r/ ��:<� • I —`__ —�//'� cr / /// ////� /�/ -, / / .`� ,I��G \ (1 1 ) 1 1 \ 1 _ I t I I . . I GEOTEXTILE �_ .-\- _� — • _;_�%_ '//�J ,i�/ /� /yam / // / �.i 15 '�' I ' 1 I I \ / / �< \ e - - /'/ // %/ // // V / /• /ux / I \ \ PERMIT DRA\'VI N G -L- FROM STA. 19+50 TO STA. 19+69 RT Type ' • ♦ \ T e of Liner= See Below / --- / /// I \ / -L- FROM STA. 20+65 TO STA. 21+00 LT I / / <-� 'BK- - - / // `a" / !1/ / / / ' ' / ` ,F�� I I : 1 \\ I, 111 -Y1- FROM STA. 13+00 TO STA. 13+50 LT -L- STA. 14+95 RT, CL I RIP RAP=12 TONS, Geotextile=l7SY JO�EPH RAJActICFI- /\ • �I /- '•,' \ //// y f11:/ /// • / /° `t 1► - \ / \v/ \� SHEET3 OF 8 -Yl- FROM STA. 13+00 TO STA. 14+52 RT _L- STA. 18+44 LT, CL I RIP RAP=20 TONS, Geotextile=39SY AND N111FE( l . . I // / // `f // / T )1r I / �� i \; Y2 FROM STA. 10+23 TO STA. 10+90 LT _Yl- STA. 14+49 LT, CL I RIP RAP=20 TONS, Geotextile=39SY = OLJN �T SH RI4J � R— \ . \/�I �� c� / / �1J r I I l ( "�� V gs� � �i/ �/%r' ///ii'S - / (/ \ DETAIL EA DETAIL E DETAIL F DETAIL G l / 1 \ ,- -1 \ -� �/ ' i �% •) 36e ON i J/ /�i'- -' \ LATERAL BASE DITCH \ LATERAL V DITCH LATERAL V DITCH (Not to Scale) STANDARD BASE DITCH /// 2 ) (Not to Scale b ( ) � %� `� � �— � /^ itif • \\ � (Not to Scale ) Not to ScaleO -17( 100' 0' 100' / // \ .. I 1 \ , b F, b Natural Natural Natural G— — / �' r 1 �„ O \ Natural �-- Fill Natural —"—I Fill Ground D.,' �— Fill Ground ? 1 Ground ■ ■ ■ ■ ■ . \0 I / LU RI • �� .. \ \ Ground ?'I D `L' 1'Ft. Slope Ground 2• 1 1'/Ft. Slope / (fi r ��Z \ .� \ 1 I — - // 1 �1►�. _ ___ — I d=\\� I D ti Slope d i ■ ■ ■ ■ ■ • I Pt� I F �1 \ ` \ Min. D= 1 Ft. Min. D= 1 Ft. GEOTEXTILE B Min. D= 2 Ft. g �» GRAPHIC SCALE \ \O`� 1'.\ \ \ `�'� '� \ _ Min. D= 1 Ft. Lo \It?' �G�i / ,0 \ \ 1 r \', \ \ \ 1 I Max. 5 Ft.l Ft. b= 5 Ft. B= 4 Ft. `\ _ Max. d= 1 Ft. �Q 200' 0' 200' \ \ `' \ \ \ 1 I �' ,�� 1 I I I B= 2 Ft. -L- STA. 18+22 LT, L=23', S=0.52%, DDE=60 CY C/V \\ \ 1 { \ \ \ I 4��r`�' J / I I / Type of Liner= PSRM -L- FROM STA. 18+50 TO STA. 19+00 RT Type of Liner= Class B Rip-Rap b= See below CEL • • • • • \ \ \ \ - \ • \ \ I . I I Ns 1' _ — r / / DDE=22 CY 6 3U \\\ \ \ I \\ 1 1 \ 1 / # — .�\ / -L- FROM STA. 18+12 TO STA. 18+50 RT -L- FROM STA. 14+60 TO STA. 14+92 LT (b=3 Ft) SEE SHEETS NO. 5 AND 6 FOR PROFILES _ / </ DDE=6 CY DDE=4 CY 2 �o� ENLARGEVENTS SCALE \ \ \ \ \ V. \ \ / /• / \\It I ' \ 1 \ \\� <\ -L- FROM STA. 18+22 TO STA. 19+50 LT (b=5 Ft) SEE SHEETS S-1 THROUGH S—. -� \ \ \ \ : \ \. > / j I !; I 1 L\ \ 1 I \ DDE=274 CY FOR STRUCTURE PLANS. � o� \ \ \ \ \ / I / \ Q � � I l !ill \ \ \ m 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. N 1 7BP . 9 . R . 99 X-10 00 75 70 65 60 55 50 45 40 3.5 30 25 20 15 10 5 0 5 10 15 20 2,i 30 40 45 50 55 60 65 70 75 0.00 0.020 V see - - ro 695 AO pe _______ M— 9t9 APR,. ` --- -- 69u • I _—_ 1 - - - _ _. __— .► sQ II __-- ____— - - - FR5 FR5 1 ' + 25 . 00 A 0.008 a 008 F9.5 F95 7 3 ' --------N/ FR_5 68_5.30 1 FR5 15 + 00 . 00 B -5152 PERMIT SITE 1 -I N WETLAND FILL-IN / EXCAVATION WETLAND LIMA WETLAN LIMIT EXCAVATION LIMIT i 0.020 0.020 I ::: - _ . _ . I F95 '�� 3:7 I 6987 689j60 FR5 FR5 14 + 50 . 00 . . . . . . - 0.040- 61 o. 4e . �� .9408. Jff} W 691 .48 .:T . CC 14 + 0O . O-0 - •.� RAW! N G 12,_<, z SHEET 4 OF 8 floc v Nal 75 70 65 60 55 50 45 40 35 30 25 20 15, , -10 5 0 1 5 10 15 20 25 30 35 45 50 55 60 65 70 75 cr cr 0 2.5 5 PROJ. REFERENCE NO. I SHEET NO. 17BP . 9 . R . 99 X -3 M N CO 75 70 65 60 55 5045 40 35 30 2520 15 TO ■-0 10 15 20 25 30 35 40 45 50 55 60 65 710 75 { F9.5 1 —i.- - -1 . 695 •y ■1111 \/ I I I ---= - I69n 1•� - ?; 64n 6 ' .55 15 + 50 . 00 6fin FILL—IN F1tt—IN WETLA D LIMIT : -5152 iiiim i I °PE IT SITE 2 7'6 j 695 0.020 0.013 695 l _ _ \, 590 ,i_. 690 685 685 ..... 680 482.50 68( 15 + OOMÔ N M 695 o• 0.020 0.020 L i 6.95 \, _ ___________ _ . . _\ 59n �'� - 2• 5�n 685..55 6F 14 + 50 . 0 0 680 F95 0.020 01.020 69_5 �o • F9n ` g." Al - - ----- — --------- ----- - - - - - - - -- - -- -- - -- - - - - - - - - - - - - -- - - -- - - -- - - - o 685 686.65 Fi�35 _I ff} PERMIT DRAWING �� x69 14 + 00 . 00�� SHEET 5 OF 8 'z ,ow w=w —L — cn NNE ��ka 75 70 65 60 55 50 45 40 35 30 25 20 1� 10 5 0 5 1 D 15 �2C 25 30 35 4�0 45 50 55 60 65 70 75 oo� d-m 69 o- PROJECT REFERENCE NO. SHEET NO. ■ HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 B-5152 5 L j I of N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 720III 710 III 710 II 700 700 GP ELEV. = 693.5 : ' I A + 93 SKEW = 900 PROPOSED ROADWAY 7' X 6' RCBC i I ' b__,9 0 � - - - N R milli 1 • i ii 0 MEN �W r'.r_E= MEN i LAI •iATa 'L' III NSWEL AL ��I�: • T L� Z �,.� EL - 682 .9' I o \_�„ �� ` SLOPE �_ _Q157 _-- °Ilr 1 �-� ' � tal-Aa° 6 8 0 - - 680 ELEV. = 681 .01 ' } EXISTING LEFT TOP_OF F BANK ._ cc 670 670 W W H U N X - J -- ... . , ,.., —.0, z. , m 660 ! 66O oo W m J V CO a H w z W F--H W 1- CO O N 650 650 0 N .................... t � ow B--55 T52 1� H — LE I a) P : RMIT SITE 2 j L • — J RMIT D RAWI JJ N I H cc 640 SHEET 6 OF 8 640 o II , �I c..) g o z a >- z = C2 - N W W > 0 H L Ln cc 0 1 co LL, H 250 200 150 100 50 0 50 100 150 200 250 cL Li W crcr PROJECT REFERENCE NO. SHEET NO. 790 F ' HDR Engineering, Inc. of the Carolinas 17BP.9.R.99 5 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 L j I N.C.B.E.L.S. License Number: F-0116 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SEE SHEET A FOR PLAN VIEW 780 770 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 760 760 750 750 740 I 740 730 730 BEGIN GRADE I —L— STA. / +60A0 AND GRADE 72 0 EL. — 05 P = l +05.00 — — T 720 END BRIDGE PI = 20+00.00 E = 93.13' —L— ST A.I7+2119 EL 1 E J0' EL. = 703 ' _ —L— STA. 13+35. K [_ I —Y/— STA.l5 +5/. BEGIN 561DGE EL. = 694.7r K = 67 = 00' —L— STA /5+83.8/ 710 V EL. - C-04.02' IC = 3II 710 —L— STA. /74-95.29 —D - - +00.00 PROPG GRADE I 700 �` +��r,33/• 700 5000/ 690 � ,`_ (190.5000X �` /• h� 7, X , 690 z `, _ (BURIED ;'J ———1_�'� 0 !— /4+93 to �� f � �_-- ce 680 EXIST IAIG GROUND - \ 680 `R P RAP 79LPACTS Fo EROSI CO TROL EL , (S RUCT E 670 (5/28/I51 PAY TEgli 670 1- 1_ STRUCTURE EXCAVATION W 660 (STRUCTURE PAY ITE4/) 660 ,cl- LL F- Q 0 CL N 650 650 X J Li W I O cL Z 640 640 U i J V co z W EH 630 630 N N 620 620 t a, c3 Li] B-5152 c 610 PERMIT SITE 3 610 o c PE givilri D RAW I N G a 600 S EET 7 OF 8 600 c..) g o z a >- = W W -Jr COI 590 590 J 10 + 00 11 + 00 12 + 00 13 + 00 14 + 00 15 + 00 16 + 00 17 + 00 18 + 00 19 + 00 20 + 00 21 + 00 22 + 00 J (I) H e L Ll WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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) 1 14+04 to 14+48-Y1- ROADWAY DITCH 0.021 1 14+36 to 14+70-Y1- ROADWAY FILL 0.035 2 15+00-L- 7'x6'RCBC 0.045 0.009 0.001 88.000 11.000 2 15+00-L- BANK STABILIZATION 0.002 26.000 _ 3 16+60-L- BRIDGE 0.022 186.000 3 16+60-L- BANK STABILIZATION 0.005 46.000 3 14+50-DW2- BRIDGE REMOVAL 0.032 43.000 4 18+78-L- 42'RCP-III 0.010 0.003 90.000 27.000 TOTALS*: 0.080 0.000 0.021 0.000 0.000 0.026 0.058 250.000 267.000 `Rounded totals are sum of actual impacts NOTES: -Site 1:Wetland is being considered a total take NC DEPARTMENT OF TRANSPORTATION -TS impacts for Site 3 were included to account for erosion control measures to protect stream during excavation DIVISION OF HIGHWAYS -PS impacts for Site 3 were included to account for RIP RAP from pier installment along stream bank 8/20/2018 FORSYTH 17BP.9.R.99 42313.1.1 Revised 2013 10 24 SHEET 8 OF 8