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Home My WebLink About20200225 Ver 1_U-4424_hyd_prm_set_20200211H=' North Carolina Department of Transportation �t Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 39062.1.2 TIP No.: U-4424 County(ies): Edgecombe Page 1 of 1 General Project Information WBS Element: 39062.1.2 TIP Number: U-4424 Project Type: Roadwa Widenin Date: 10/3/2019 NCDOT Contact: Russell Broadwell, PE Contractor / Desi ner: WSP-USA / John F. Watson, PE Address: 509 Ward Blvd. Address: 434 Fayetteville Rd. Suite 1500 PO Box 3165 Raleigh, NC 27601 Wilson, NC 27895 Phone: 252-640-6409 Phone: 919-376-2704 Email: rbroadwell ncdot.com Email: 'ohn.f.watson ws .com City/Town: Tarboro Count ies : Ed ecombe River Basin(s): Tar -Pamlico CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 2.33 Surroundin Land Use: Residential, Agricultural, and Industrial Proposed Project Existing Site Project Built -Upon Area ac. 11.3 ac. 9.0 ac. Typical Cross Section Description: -L- includes 3-12' paved lanes with 2.5' curb and gutter. Along the length of the project all -L- includes 2-11.5' paved lanes with grass shoulders and grass lined "v" ditches on ditch front and back slopes have a minimum grade of 3:1. A 10' side walk starts at 26+02 both sides. RT and continues along the length of the project. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 10,400 Year:2045 Existing: 9,100 Year: 2016 General Project Narrative: State project U4424 is a widening project for NC-111 that adds a shared center lane, curb gutter for closed drainage systems, and a 10' side -street trail along the length of the (Description of Minimization of Water project. Quality Impacts) Drainage from the beginning of the project will flow away from the project site and tie into two existing roadside ditches. Drainage from -Y- and LT of -L- alignment and drainage from -Y1- and RT -L- alignment will be collected in two seperate systems, each replicating the existing stormwater pattern without introducing any new drainage area to the outfall. The proposed drainage system along NC-111, -L- Sta. 20+15 to 32+60 will feature catch basins on both sides that outlet from a closed drainage system into UT to Holly Creek at -L- Sta. 28+23. This replaces the sheet flow runoff into roadside ditches, while maintaining existing drainage patterns. Toe protection will be installed along the fill slopes from -L- Sta. 25+00 to 27+50 LT to protect the toe of the fill slope from eroding due to any runoff coming from nearby agriculture fields. Currently along NC-111, drainage from -L- Sta. 35+90 to 47+07 outlets into UT to Holly Creek at -L- Sta. 40+30. The proposed closed drainage system along this stretch maintains existing drainage patterns and outlets into standard tail ditch to ensure positive drainage away from the road. From -L- Sta. 54+35 to 57+97 most of the existing closed drainage system has been retained with some new additions and the cross pipe being upsized to a 48" from a 36". The two crosspipes at -L- Sta. 96+61 have been replaced with 2-54" RCP filling in the existing ditches from -L- Sta. 96+30 to 96+99 and now outletting onto a riprap lined special lateral variable width base ditch parallel to -Y5-. The proposed outfall is to be protected with riprap as the existing grass lined outfall is slighty eroded. At the intersection of -Y8- and -L- there is an existing closed drainage system that outfalls at -L- Sta. 118+10. This system will be replaced with a comparable closed drainage system that directs roadway drainage to the same location as the existing condition. The new outfall discharges into a defined tail ditch to ensure positive drainage away from the road. Stormwater from the left shoulder of the -Y8- alignment to the end of the project will be captured in a closed system along the -L- line and outfall into an existing concrete lined ditch that discharges into Holly Creek just as in the existing condition. Waterbody Information Surface Water Body (1): UT to Holly Creek NCDWR Stream Index No.: 28-81-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA, SB, & SC Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? INo 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 General Project Narrative) (If yes, provide justification in the General Project Narrative) 03 m m See Sheet IA For Index of Sheets (NOT INCLUDED) See Sheet 18 For Conventional Symbols —TO S� 4 71. RATOGA� r A PORTION OF THIS PROJECT CLEARING ON THIS PROJECT TO THE LIMITS ESTABLISHED iziTATE OF NORTH CAROLINA DIVISION OF HIGHWAYS EDGECOMBE COUNTY LOCATION: NC 111 (WILSON STREET) FROM NC 122 (MCNAIR ROAD) TO US 64 ALTERNATE (WESTERN BOULEVARD) TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND BRIDGE WIDENING 9PAT6 STATE PROTECT REFERENCE N0. RRRRT N0. TOTAL ER68TB N.C. U-4424 I RTATR PRO4.N0. P. A.PROl.N0. OPACRIPTION 39062.1.2 WA PE 39062.2.2 WA RNJ & UTILITIES WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DtOWF ING SHEET 18 ry0 a GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PREPARED IN THE OFFICE OF, " Y� W.LE STREET HYDRAULICS ENGINEER 25 0 50 100 2016 = 9,100 ADTE EICFINc "`�' : 1.91�.836.4040L919.836.9950 I g— NOR ADT 2045 = 10,400 K _ 8% LENGTH ROADWAY TIP PROJECT U-4424 - 2.283 MI LENGTH STRUCTURE TIP PROJECT U-4424 = 0.050 MI NSE NO.F-0165 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION F a`C c' 9 PLANS zeta STANDARD SPECIFICATIONS 0 D — 55 /N P.E. s RIGHT OF WAY DATE: ROWELL THIGPEN, PE SIGNATURE. 50 25 0 50 100 T V = 50 MPH = 3% * * TTST =1% DUAL 2% - TOTAL LENGTH TIP PROJECT U-4424 - 2.333 MI JUNE 21, 2019 s = o �P oe PROJECT ENGINEER ERIC MISAK ROADWAY DESIGN ENGINEER PROFILE (HORIZONTAL) LETTING DATE: PROJECT DESIGN ENGINEER FUNC CLASS =MINOR FEBRUARY 2021 Cp TNA�Se 10 5 0 10 20 ARTERIAL pE SIGNATURE: NCDOT CONTACT. RUSSELL BROADWELL, PE DIVISION 4 PROFILE (VERTICAL) O W O Lu O NL0 LLJ + Lu *' y N Lu Z Q J N x' V J a SPECIAL LATERAL '••' DITCH [- SEE DETAIL 1 cP e F _I KI-1-1V oaAA,— A/ CM r. RCP -IV O NC DEPARTMENT OF TRANSPORTATION DETAIL 17 TOE PROTECTION (Not to Smle) 00.P FILL NATuxnL E\p'�' SLOPE G oONo d GEOTE—E d= 0.5 Ft. Type of Liner= Cl—'B' Rip -Rap FROM -L- STA. 25+00 TO STA. 27+50 LT DETAIL 1 SPECIAL LATERAL 'V' DITCH I Not ro Scolel Nalaral 1 1°S Fit Ground 3./ D E� r`oc 51opc Min. D= 0.5 Ff. FROM -L- STA. 23+00 TO STA. 25+00 LT DETAIL 4 SPECIAL LATERAL 'V' DITCH ( Not to Scolel Fill Natural 3'\ c SIoPe Ground .) D E o d Min. D= 2 Ft. Maz. d= 2 Ff. anile Type of Liner= a Cl— 'B' Rip -Rap, 40 TONS GeWextile = 100 SY FROM -L- STA. 27+50 TO STA. 28+23 LT Iq WETLAND AND SURFACE WATER IMPACTS PERMIT TOE PROTECTION SEE DETAIL 17 EST. 75 TONS EST. 110 SYGF SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 REMOVE r, ," r-- RFMnVF ONS L.L.CO C ARD 3' TAIL DITCH IL 3 = 0 CY ITARBORO COMMONS L.L.C. — I —HPB HPB HPB 0 DETAIL 3 STANDARD TAIL DITCH IN— Srole) NoNrol Natural Groand roan Min. D= 3 H. B- 3 Ft. FROM -L- STA. 23+40 TO STA. 23+55 RT JORDAN & VERONICA WILLARD a DETAIL 10 SPECIAL LATERAL 'V' DITCH I Not to Scolel Natural \ °t Fill Groand 3/ D F�dn°t Slope Min. D= 1.0 Ft. FROM -L- STA. 29+50 TO STA. 32+50 LT DETAIL 5 SPECIAL LATERAL 'V' DITCH I Not to Scolel Fill NPNmI 3'� ut Slope Groand ?/ D E�ot d Min. D= 1.5 F,. Geatextile Max. d= 1.5 Ft. Type of Dner= Class 'B' Rip -Rap, 50 TONS eoteafile 140 SV FROM -L- STA. 28+23 TO STA.29+50 LT M KEIHIN CAROLINA SYSTEM TECHNOLOGY INC SPECIAL LATERAL 'V' DITCH SEE DETAIL 5 <?T DUE 244 RCP -IV DU C L?- Pvc CrICB-F NV=101.27' 0 L.L.C. CLASS 'I' RIPRAP J EST.9 TONS I EST. 12 SYGF I TARBORO COMMONS L.L.C. Ip Iz RETAIN Sl SCALE 1" = 50' WOODS \ V T. AC SLASS2 'B' RIPRAP ST.7 TONS SYGF O\ \ TARBORO COMMONS L.L.C. TARBORO COMMONS L.L.C. \ O SPECIAL LATERAL 'V' DITCH SEE DETAIL 10 WOODS ARBORO CON O �i O [ [ O W O DUE z Pvc ss LLJ —C N Ln Cr _CB-GJErT RCP -IV + LuCn y — — —r— — Z H (n FWOA SOC ATTED t ' PIPING FOUND Cp TARBORO 'j J COMMONS L.L.C. Q F CHL V r P00L1 o Q LLC O oI �g a I Q I 0 0 U a Z � Z TARBORO COMMONS L. L.I h � � 3 O O 3 N O O \ N � N U W W U N DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER 0 WO W O N � W+ W r yN Z Q H t— J cA �J Q F DETAIL 17 TOE PROTECTION (Not to Smle) = �ao�o d ESQ `°pE WETLAND AND SURFACE WATER IMPACTS PERMIT GEOTEnLE d= 0.5 Ft. Type of Liner= CI°ss'B'Rip-Rap FROM -L- STA. 25+00 TO STA. 27+50 LT DETAIL 1 SPECIAL LATERAL 'V' DITCH DETAIL 10 1 Not ro Scelel SPECIAL LATERAL 'V' DITCH (Not to scplel Natural \ °c Fill t Ground 3) D E\�e< slope Natuml \° Fill Groped 3) D F�6�'Bc Slope Min. D= 0.5 Ft. Min. D= 1.0 Ft. FROM -L- STA. 23+00 TO STA. 25+00 LT FROM -L- STA. 29+50 TO STA. 32+50 LT DETAIL 4 DETAIL 5 SPECIAL LATERAL 'V' DITCH (Nett. Scale) SPECIAL LATERAL 'V' DITCH I Net to Scolel Fin slope N.—I \ d D Goaad Mn2 Ft. . ) D slope °z. d 2 Ft. 3°nFt. Georen Moz. d= 1.5 Ft. Type of Liner- Class 'B' Rip -Rap, 40 TONS — Geotextile eotextile G= 100 SY \ Type of Dner= Class 'B' Rip -Rap, 50 TONS eoteztile 140 SV "a FROM -L- STA. 27+50 TO STA. 28+23 LT \ FROM -L- STA. 28+23 TO STA. 29+50 LT NV TOE PROTECTION / SEE DETAIL 17 I EST .75 TONS ) //KEIHIN CAROLINA -SYSTEM ECHNOLOGY INC \ EST. 110 SYGF SPECIAL LATERAL _T \ \ 'V, DITCH SEE DETAIL 4 — SPECIAL LATERALI_ \ — / REMOVE 'V' DITCH / SEE DETAIL 5 / SPECIAL LATERAL / SPECIAL LATERAL DITCH SEE DETAIL III SEE DETAIL 1 v -DUE 2a^ RCP -Iv z PVC — \ F C \_ D(l, . C Pvc C�— / DUE DUE r --— C_$ff1ro -a_- - r REMOVE — — N 60',99 3,r)f% F REMOVE30 15" RCP -IV era — MON W000S � ' DI 15" RCP -IV i) 15" RCP -IV CLASS 'B' RIPRAP / / F E .2.4CJNSONS L.L.,C_ — /I//0 I SEE DARID 3'TAIL DITCtHIL {\ 011 A DDE _ O Cy 1 / — I S=0.005 PoH i — / \ TARBORO COMMONS L.L.C. — — o `°� y NC DEPARTMENT/ OF\TRAMSPORTATIbN- / h _ —hpg )HP / HPB / �ORDAN BrV�RONIC /1/WL\LARD \\ \A 4 Omit DETAIL 3 STANDARD TAIL DITCHIN— Srole) N.—I N��rial Ground Mi, D= 3 Ft. \ B- 3 Ft. \ o\ \ FROM -L- STA. 23+40 TO STA. 23+55 RT \ / / 109 A z / ` ov TARB�R0 C01 '6 \ RETAIN / n� � y '.\`REMOVE w' 114��'T �" — WOODS A �� \ / • +p O 36" RC -IV —� -- �WA METFg — — --� NO SODMTED V O F YYlLODS \ \ — \ \ \ PIJNBi" OH -CY — \ _TA_RRORO/lob CHL \ — — i /COMMONS L.L.0 NJ L.CLASS 'B' RIPRAP \ \ ST.2 TONS JC' o / r POOL1 0 IST+7 SYGF �.�\ RE30RO�,Q�1M0 ,L.LC CLASS 'I' RIPRAP \ \ / / / / /' / \ \ \ \ — \ C, EST. 9 TONS \ l \ /O / ' \ \ \ \ p \ \ T R®60 COMMONS3.LC EST. 12 SYGF /��°y TAR�ORO COMMONS L.L.C. \ _ � / — — / \ -TAtRBORO COMMONS L.L.- 4RBORO COMMONS L.L.C. / ' / / I \ z O �'o _ — 'z I r 10 O// \ / � ----ter— — U bw 4 RC _ - - - -- /- `- SCALE 1" = 50' _ — DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER O W o N Lf) W M y W Q Z H N N J 2 J (i F H HO W O W 2 O N Ln W In W m N W Q Z H H co J 2 J C� H Q DETAIL 7 SPECIAL LATERAL 'V' DITCH (Nel le Scdel NWarpl � A.� °� Fill Ground F � O °� Slope Min. D= 1.0 Ft. FROM -Y4- STA. 10+25 TO STA. 10+75 LT FROM -Y4- STA. 10+67 TO STA. 11+00 RT RIPRAP � I EST .2 TONS EST.7 SYGF IP DETAIL 6 SPECIAL LATERAL 'V' DITCH I_ ro Scale) Ground 3,_� F p�°c Slope D Min. D= 1.0 FI. �jp FROM -Y3- STA. 11+00 TO STA. 11+30 LT FROM -L- STA. 40+30 TO STA. 40+35 RT WETLAND AND SURFACE WATER IMPACTS PERMIT 5 60'37'53" W 142.17' - I SCALE 1" = 50' ry011 2 PERMIT DRAWING SHEET 4 OF 8 O DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER V) O H O W O Lu = O O O W Ln W Cl) N W Q Z I- N (n J 2 J V H Q DETAIL 7 SPECIAL LATERAL 'V' DITCH (Not to Scale) o / \ I Slo� / \ \ 4-) \ D Pe //fT Ft. \ \I 0, - i / I FROM -Y4- STA. 10+25 TO STA. 10+75 LT F ROM -Y4- STA. 10+67 TO STA.11+00 RT / rIIr\RIP SP Bp IIJI Rll //al // I FST 7 V5�('F511. RIF1, P - — \ EST.2 TONS EST.7 SYGF PIP DETAIL 6 ` L LATERAL 'V' DITCH I Not 1. Scdel ol Min. D= 1.0 H. /p 11+00 TO STA.11+30 LT WETLAND AND SURFACE WATER IMPACTS PERMIT ` I \ C / t— 1 �60'3753' W �{ / 5 i 66 - 3 Ft. FROM -L- STA. 40+30 TO STA. 40+35 RT I I ws �I \ -ys. PERMIT DRAWING SHEET 5 OF 8 yam. ti O DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROJECT REFERENCE NO. SHEET NO. U-4424 /0 1 RN/ SHEET NO. ti WETLAND AND SURFACE WATER IMPACT DESIGN S ROADWAY ENGINEER ENGINEER o�� m O d P 1 S4 r b� -+ 0 DOCUMENT NOT CONSIDERED FINAL ' LL UNLESS ALL SIGNATURES COMPLETED C SCALE 1" = 50' C O PERMIT DRAWING SHEET 6 OF 8 8 P EIP MIT O 43 45 46 �O 49� 44 EIP 50 un �EIP UPSTREAM CUl{YERT S EADETAIL 6R VEMENTS o O / r ISED � � Er Z O ISBLKD ISBKD ISBKD �SFD k l � 0 i \ II ISBLKo %. I C7 - RETAIN 1 0 �' `��YY.. RETAIN sEo S4 7 o c x ti _ Q REMOVE 9� tr��1 C7 REMO ai w000eD I REMOVE -=1 c- - - - i - - -0 _ A&"dha �w I P w ro FLAG `u' fl REMOVE W C z �I _ O E 15" R DI c o . IS RCP -IV F DI EFILLO _ " �ro "- --- I - KD W DE E _ E 4 F �L EREMovE PDFp 15^ RCP -Iv eKDp = O �5 RCP-N , ,' _ VE_ F- y-- _ I _ E - , ' PD �Na I� /�I�ETAI / 1► N Lo CB_G off. n 15" RCPa W T - r- - -�- _ RCP -IV 2T CB-E P54 CB-F c� I lO R _ — W C) ' _ R "—Iv sLze- O ti- y ._ RCP IV CB-G c� RrP�1LEM CB-G --_ __- - / V t0 W a - - - CB-F CB. E , - - - MOV __ / - - - - - _ WO ZI --- -- -- - Lo J REMOVE n _ �_ �.. PD� REM REMOVE - REMOVE _ co 9- S J REMOVE E e - O WOODED O� 7 FRICK PORCIH LA �I Q _ E- ON �LI � � VARCIABL �W %L RETAIN KD D�F SBKD I I I ISBKD I k S '� Ij �' I I of I E E �� IDH �� I i \ u BASE DI C, ' FD OD r� BI�Dr �/ Co �m SEED It, 13` I a Z 2 aWA�m^ Ss Y'� ISBKp Q 5" RCP IV _ c 4 III 47 ua� 55 O O 58 59 60 I 0 ^� E 14' UTILITY EASEMEIT I� ? IP E IF E— MB 11 PC 66—E�_ ----- _-- 6� 4 - _ 62� P aTB R OVE PIZ _ - LA v F -v no C / I iSb✓; W SPECIALNLATE LVARIABIL , / BASE DI C IDH z SEE DIET iL 13 0 o t0, / 0 DENOTES IMPACTS IN S3 / �u SCALE 1" = 50' SURFACE WATER 5n RCP IV ` DENOTES TEMPORARY IMPACTS IN SURFACE WATER N __ ea PROJECT REFERENCE NO. SHEEP NO. U-4424 /0 RR/ SHEET NO. ROADWAY DESIGN HYDRAULICS _\RS - - WETLAND AND SURFACE WATER IMPACTS PERMIT ENGINEER ENGINEER � �lP S4 P DOCUMENT NOT CONSIDERED FINAL LL ,y W UNLESS ALL SIGNATURES COMPLETED SCALE 1" = 50' � � � PERMIT DRAWING — — — �— — — ---- -- SHEET 7 OF 8 _a , 'EI 45 46 P _tee_ _ O _ �J - EIP Ln N} .\ IP - -. �� UPSTREAM CUI VE _ 48 - SEE DETAIL MOVEMENTS - v - ` SEE DETAIL 6 RET - \ 4 ISBKD r 'IS — ISFO 3 BKD �� r EMOVE ISBLKD �� i �� '� E'YF1 mil. ' V 1.... .,.... o C "- _ RETAIN �.� 0 �� ' RETAIN ey � (t I e zA H O REMOVE a T' 1% REMOVE L _ — G p_ — — — L — — w' P w II l i • 000Eo PDE E E _ �i 7 N FLAG �� C3 'PD 15" RCP REMOVE ILL!• _ - N —I— MEMO_ E OI F E - FI -IV r� SO Fis" RcP-Iv z E — --- -- — - _ V c y �' , IS" RCP -IV F DI FILL - F MOVE - �' _ I SEER-- -- r -E _ _ PD _ / is RCP, Cg_C, _ ___ - -- -- PDE - -- EMOVE * _" Wao�iED RETAIN. f 1► W T _ _ CMG 78" RCP -Iv 2T CBE @54 CB-F e• of 5" RCPa�� E A vi =,ter r �— 18" RCP -IV — 15" RCP -IV 15" RCPJ LEM z I- • - -�-5" RCP -IV " - W Q - =., q.: £B-F _.. --_— _ � — — —i — -1 r� CB-E .e MOV _ _ 4 — _ ---- _ - - 1••1:/i E E EMOVE R— I y + �! s i O - f REMOVE - ,REMOVE SJ r Q w R OVE Fq / PDE MO F --F_ REMOVE —_ _ W J / RE E b / A REMOVE — E� - - - __ _ (o 1� ' 'REMOVE - - IT SPECIALLATER�.L RETAIN ED - J co VARIABL WIDTH - 'se ----- DI CM ` ---- sz r,'m SEE DET IL 13 Z cp 5„ RCP IV - a' $, 4 � I _ i s � � c� I m �� g5\ is cam i i III 9 i • I V Q47 - --- �6 57 \y01 ^ 14' UTILITY PGS66 EST / �/ / 9 \ 8[ �BT E IP AE �_klgi r ' _ P� 2 I ' - I I I i / i I — - R 8VE 'ALA . �'85--- -- ---- —>8 a,�, - C �✓ ISBKD W v SPECIAL LATE L , -- VARIABL WID H a o -- - BASE DI SEE DIET IL 13 0 0 0o' -- 0 DENOTES IMPACTS IN SCALE 1 = 50 �� SURFACE WATER 5" RCP IV � X - � � � DENOTES TEMPORARY IMPACTS IN SURFACE WATER i, WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) S1 -L- Sta. 28+18 to 28+35 RT Stream Loss in Crosspipe 0.003 21 S1 -L- Sta. 28+18 to 28+35 RT Culvert Channel Improvements 0.001 10 S1 -L- Sta. 28+18 to 28+35 RT Culvert Channel Improvements 0.001 9 S2 -L- Sta. 40+18 to 40+23 RT Stream Loss in Crosspipe 0.004 31 S2 -L- Sta. 40+18 to 40+23 RT Culvert Channel Improvements 0.002 20 S2 -L- Sta. 40+18 to 40+23 RT Culvert Channel Improvements 0.001 9 S3 -Y5- Sta.10+50 to 11+74 RT Stream Loss in Culvert 0.006 57 S3 -Y5- Sta.10+50 to 11+74 RT Culvert Channel Improvements 0.007 64 S3 -Y5- Sta.10+50 to 11+74 RT Culvert Channel Improvements 0.001 10 S4 -L- Sta. 96+29 to 96+35 LT Stream Loss in Culvert 0.002 13 S4 -L- Sta. 96+29 to 96+35 LT Culvert Channel Improvements 0.001 6 S4 -L- Sta. 96+29 to 96+35 LT Culvert Channel Improvements 0.001 8 TOTALS': 0.00 0.00 0.00 0.00 0.00 0.03 0.01 222 36 0 "Rounded totals are sum of actual impacts NOTES: Stream Loss in Crosspipe: 274 SF Stream Loss in Culvert: 362 SF Permanent Surface Water Impacts: 523 SF Temporary Surface Water Impacts: 222 SF Sim