20221205_Stream_relocation_map

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DENVER QUARRY STREAM RELOCATION _��
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LINCOLN COUNTY, NORTH CAROLINA
CATAWBA RIVER BASIN HUC: 03050101
USACE PIN: SAW-2021-00253
PROJECT DIRECTORY _ z
PROJECT OWNER MARTIN MARIETTA INC E—i DENVERCIUARRY % O
Jay Nivens
Manager Environmental Engineering O
[e-mail] — - � }n � S
Martin [phone]
Marietta Thomas Brown Q t5
Division Wetlands Specialist `• L Z N
[e-mail] �� 4. �.4 RECEIVEDLn
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DESIGN - BUILD TEAM f ti DEC 0 5 2022
ENGINEER JENNINGS ENVIRONMENTAL PLLC ?
Greg Jennings, PWD,PE � - '�� +� �
LAND QUALITY SECTION uu
Jennings President 1 °3 L
[phone] _ r z
[e-mail]
BUILDER NORTH STATE ENVIRONMENTAL INC
Brandon Spaugh i
"�ro ect manager
NorthoState p j g
E N V I A D N U E N T A L [e-mail] .raw...r.0 .�w.•«.rw...r.�..waq•--
(336)793-899A
SHEET INDEX = SEA L
COVER SHEET 0.1 FINAL DRAINING �
PROJECT NOTES AND SPECIFICATIONS 0.2 y D.
STREAM RESTORATION DESIGN CHANNEL SECTIONS 1.1-1.4 FINAL
APR1L 19, 2022 DRAWING
STREAM RESTORATION DESIGN PLAN AND PROFILE 2.1-2.5 REVa9>tONS:
STREAM RESTORATION GRADING SECTIONS 3.1-3.2 NOT RELEASED FOR CONSTRUCTION
STREAM RESTORATION DETAILS 4.1-4.4
DXM 04/19/2022
RE-VEGETATION PLAN S.1-5.2 PLOT SIZE:24•.36•
AS NOTED
HA.;NAD83)NCSP)
V.D.:NAVD88
JE PIN:0401
0,

GENERAL PROTECT NOTES AND SPECIFICATIONS ARE TO BE CONSIDERED AS TRUE AND FINAL ANY PERSON(S)OR DEFECTIVE UPON NOTIFICATION. THE BUILDER SHALL FAISHID 57RULIORE SLOPES AND PROFILE ELEVATIONS SHALL BE PROJECT OVERVIEW
ORGANILLTIONIS)MAKING USE OF OR RELYING UPON CAD F It$IS IMMEDIATELY REPAIR OR REPLACE FAILED ITEMS UPON WITnINDA(VERTICAL)OF TIIE CONSTRUCTION DOCUMENTS.
Till ACCURACY AND NOTIFICATION BY THE PROJECT OWNER SEASONALLY INSTALLED 26 WOOD AND ROCK STRUCTURES MAY BE SUBSTITUTED TO FIT FIELD
1. DEFINITIONS SOLELY RESPONSIBLE FOR CONFIRMING T
COMPLETENESS OF THE INFORMATION INCLUDED IN SUCH FILES, ITEMS SHALL BE REPAIRED OR REPLACED DURING THE NEXT CONDITIONS AND AVAILABLE MATERIALS AND 6 CONSIDERED
1.1. CONSTRUCTION DOCUMENTS: THE CONTRACT AND INCLUDING, BUT Not LIMITED TO,CONFORMANCE WITH THE AVAILABLE INSTALLATION PERIOD.ITEMS REPAIRED OR REPLACED NODENTALTOCONSIRULT10N.
APPLICABLE DRAWINGS,DETAILS,SPEC FICA7IONS,PERMITISL CURRENT SEALED DRAWINGS AND SPECIFICATIONS,ANp ACCEPTS UNDER THIS PROVISION SHALLHAVE AN ADbOgNALONE 11)
) SHALLYEAR 27 FILTER FABRIC SHALL BE USED FOR IN STREAM STRUCTURES.ALL ¢
ANDIDRANY OTHER DOCUMENTS:MEETING MINUTES,PUNCH ALL RESPONSIBILITY AND RISK ASSOCIATED WITH THE DOWNLOAD WARRANTY PERIOD FROM THE NEW DATE OFACCEPTANCC AREAS FILTER FABRIC SHALL BE BOL NONWOVEN G[OTEXTILL UNLESS C�
LISTS,BID TARS,ETC)FOR COMPLETE INFORMATION ABOUT AND USE OF SUCH FILES,THE ENGINEER W I.I.HAVE NO LIABILITY ANDIOR OTHER WORK DISTURBED WHILE ACCESSING ANOJOK OTHERWISE IC SHALL N SbOr NO E DETAILS I SEXTRICAULE S mu
THE R[QUIR[D PORK.ANYONE OF THESE PARTS OF THE MY OR RESPONSIBILIFY TO THE REC.Pf[NT AabIOR USf0.OR ANY REPAIRINGIR[PUL[ING WARRANTY COVERED ITEMS SIMLL BE FILTER FABRIC SHALL BE TRIMMED TIGHT TO THE SURFACE OF THE
NOT CONTAIN All OF THE INFORMATION REQUIRED to OTHER PERSON DR ENTITY FOR ANY,ABILFTY,LOSS,OR DAMAGE STABILIZED. 5TRuE70RE AND SHOULD NOT BE OBSERVED BY VISUAL a o•
COMPLETE THE PMECF WORK. CAUSED OR ALLEGED TO BE CAUSED DIRECTLY OR INOIRECTLY Y INSPECTION Q
1.2- PRtlFLCT OWNER:MARTIN M[RtETTA MATERIALS INC.IMAM] USE OF CAD FILES.IN THE EVENT of CONFLICT OR DISCREPANCY STREAM RELOCATION NOTES AND SPECIFICATIONS 7R, BOULDER STRUCTURES SHALL BE CONSTRUCTED FROM BOULDERS w O
BETWEEN HE SEAIAo DRAWINGS AND SPECIFICATIONS AND CAD z V
1.3- 0[SgNLR/ENGINEER.(INNINGS INYIRONMENTALPLIC Uq FATS, THE SEAUD DRAWINGS AND SPICIFICAIIQ24S SHALL THAT ARE CUBICAL OR RECTANGLLAR IN SHAPE AND SHED Jr t2m2
LA. BUILDER:NORTH STATE ENVIRONMINTALINC INS[( CONTROL ACto0.0lNG TO TIIE STRUCTURE DETAILS.
15. FIELD CONDITIONS AND PROJECT VARIABILITY MAY REQUIRE S lip
2 THE WORK ON THIS PROJECT SHALL ADHERE TO Tit[FOLLOWING ADAPTATION OF ONE DRAWINGS AND/Olt DETAILS PROVIDED 29. LOG STRUCTURES SHALL BE CONSTRUCTED FROM LOGS THAT ARE \ p
SPECIFICATIONS.STANDARDS ANIVOR REGULATIONS: INTACT,WITH BRANCHES TRIMMED AND IN NON-DECOMPOSED ^�• F
TOPOGRAPHIC SPECIFICATIONS AND NOTES SHOWN 0 THE IS]ORAGS AND/OR
DETAILS
ILS ARE PROPOSED WORK S�.'Iy
2.l. Ht0[q'S'EROSIOH AND SEDIMENT CONTROL PLANNING AND SHOWN ON THE DRAWINGS ANDIOR OtTAILS ARE CONSIDERED [ONOITgNANO APPROVED BY[NGINIfR. \ r 9
DESIGN MANUAL'J20131 3D.AFTER 1Ht STRUCTURE IS COMPLETE AND FLOW 6 RESTORED TO •\
2,2 GENERAL AND SPECIAL CONDITIONS OF USACE'S 409NCIDENTAL RIETTAORK. 1
B. MARTIN MARIETTA,MATERIALS INC.LN PROVIDED A BASE DRAWING THE CHANNtI, SOME ADJUSTMENT TO THE STRUCTURE OR
INOWIDUALPERMFT NUMBER SAW-2021-00253 AND SITE MAP TOJENNINGS ENVIRONMENTAL PUC IN FEBRUARY 16. MARTIN MARIETTA MATERIALS INC SHALL COMPLETE MASS ADDITIONAL STABILIZATION MEASLRE MAY BE NECESSARY TO 1
2.3. GENERAL AND SPECIAL CONDITIONS OF NCDWR'S 401 WATER 2021. ADDITIONAL SITE DATA AND BASE DRAWINGS WERE EXCAVATION OF THC NEW STREAM CORRIDOR To THE DESIGN ACHIEVE THE DESIRED FUNCTION.
QUALITY CERTIFICATION NUMBER20200196 CURATEDBY JENNINGS ENVIRONMENTAL PILE 'EXCAVATION
IN 7H[DRAWINGS AND DETAILS.ALL EXCAVATED
MATERIAL SHALL BE FILLED IN A DESIGNATED AREA OUTSIDE OF 31. Tilt CONSTRUCTED CHANNEL AND FLOOOPIAIN SHALL BE \
2A. MSHAPERMTNUMBER 9. HORIZONTAL DATUM IS NADB12011)i VERTICAL DATUM IS TEMA REGULATED FLOOOPtAINS AND FURISDICTIONALWETLAH05- STABILIZED AS SOON AS POSSIBLE BY INSTALLNG 100 SON. •�
2.5. THE CONSTRUCTION DOCUMENTS NAVDAB.ALL COORDINATES ARE BASED ON NAD8312011]AND Alt TEMPORARY AND PERMANENT SEEDING,ADDING STRAW MULCH
1T CONSTRUCTION EQUIPMENT TRACKS ANp ACtt55 PATIO SHALL BE TO BARE SOIL AND INSTALLING EROSION CONTROL MATTING 1Z2 •�
3. NOT ALLAPPROXIMATE
THE ARE SHOWN SOME LOCATIONS MAY ELEVATIONS ARE BASIDON IONSANAVOBB. GRADED AND RGCOSION. D AFTER CONSTRU[TONTOPREVENT OZ.t Yd COIN MATTING)FROM THE TOE OF THE BANKFUU. TRIO
BE ARE LOCATION
THE CONTRACTOR AN RESPONSIBLE FAR all 10. THE DESIGN ELEVATIONS AND GRADES SHOWN IN THE DRAWINGS RILLANOGULLY EROSION.
UTILITY LOCATION AND COORDINATION.ANY UTILITIES SHOWN ON ARE BASED ON THE NCFMP'S 2016 OLl LIDAR SURVEY FROM CHANNEL TO 6.E BEYOND THE RANKFUII STAGE. PRIOR IL •�
THE CONSTRUCTION DOCUMENTS ARE FOR WORMATIONAL 16. [CNTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC INSTALLING 7H[EROSION CONTROL MAILING.PREPARE 1ST[SOIL
PURPOSES ONLY AND IN NO WAY RELIEVES THE CONTRACTOR DINKN ALL COMPUTATIONS OF[UT AND FILL AIL£BASED.GROUND
THUMB TO INSTALL IN SMI AM STRUCTURES. SURFACE BY APPLY,NG 4'-6'OF TOPSOIL TO THE PROPOSED V IpY
DISCREPANCIES AND BD COON THE SURVEYED OF ITUOCON GROUND
FROM S.ALL UTILITIES
VERIFYING AND PROTECTING REM [MISTING SURFACE 0.N6 FIELD CONDITIONS AT THE TIME OF CONSTRUCTION 19, EXTENT OFELEVATIONSWO A THE UPSTREAM AND BOTARIES AND
S0 ALL BE B AND APPLY SEED AND THEN BUSING BROADCAST
SEED FH...�
lttRITliS.ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE CAN RESULT IN VARIATIONS OF TOTAL EXCAVATED QUANTITIES. EKIfNR OF THE WORK AND IN THE VICINITY OF TRIBUTARIES AMD SHALL BE BROADCAST EVENLY OF THE AREA USING A BROADCAST K W
UNLESS OTHERWISE NOTED. THESE VARIATIONS SHALL BE CONSIDERED INCIDENTAL TO CONFLUENCES MAY NEED TO BE ADJUSTED TO MEET FIELD SPREADER PRIOR t0 COVERING WITH THE EROSION CONTROL N z f 0
1. THE BUILDER 6 RESPONSIBLE FOR THE PROTECT AREA UNTIE CONSTRUCTION. CONDITIONS,ADJUSTMENTS SHALL BE MADE IN CONJUNCTION MATTING.THE MA77ING SHALL BE ROLLED OUT IN THE DIRECTION H 1' m A�
COMPLETION AND FINAL ACCEPTANCE BY MARTIN MARIETTA-THE WITH THE ENGINEER AND ARE CONSIDERED INCIDENTAL 70 OF ANTICIPATED RUNOFF FLOW INSTALL MATTING IN y
BU LD[IT SHALL TAKE ALL PRECAUTIONS NECESSARY AND SHALL CONSTRUCTION. ACCORDANCE WITH THE DETAIL INCLUOEO IN THE CONSTRUCTION
BEAR ALL RISK OF LOSS OR DAMAGE THE BUILDER WILL FURNISH QUANTITIES AND MATERIALS SPECIFICATIONS 70. CIMNNEL CONSTRUCTION WORK SHALL BE COMPLETED AND DOCUMENTS, MATTING MATERIAL USED FOR STREAMSIDE \ e-I Q z
ALL NECESSARY EQUIPMENT,TOOLS,LABOR TRANSPORTATION, STABILIZED PRI0R1OALLOWING FLOW TQ ENTER INTO THE NEWLY STABILIZATION MUST BE CERTIFIEDWEED-FREtSTRAWPROTHER Z
AND SUPERVISION TOCOMPIETE THIS WORKAOCORDING TO THESE Il. Tlt[ WEEDER SHALL FURNISH All MATERIALS NECESSARY 70 CONSTRUCTED STREAM CHANNEL THE CONTRACTOR SHALL NOT NATURAL WEED-FREE I NON-PROPAGAHNG VEGETATIVE 0 -1 O
SPECIFICATIONS AND APPLICABLE FEDERAL.STATE AND LOCAL OPEN UP MORE THAN 200 FEET of CHANNEL WITHOUT EROSION MATERIALS. REWORKING OF AREAS THAT DO NOT ESTABLISH 0
COMPLETE THE PROPOSED WORK UNLESS OTHER PROVISIONS YIGETATON OR BIOME UNSTABLE SHALL BE NECESSARY IN THE ••"1
TAWS AND R[GuJAT oNS. THE BUILDER SHAHS CONFINE ALL Col
MATTING IN PLACE OR BY APPROVAL OF THE ENGINEER. ` CC
HAVE BEEN AGREED UPON PRIOR H0 CONSIRU[TION. THE MATTING SEPARATES FROM THE SOIL
\ w Ea.1 ACTIVITIES,INCLUDING EQUIPMENT STORAGE 1O TH[LIMNS DF IF THE CHANNEL CONSTRUCTION WORK IS NOT COMPLETED PRIOR
CONTRACTOR SHAM DELIVER ALL MATERIALS TO THE OLSK3 D D
OLSTIJRIANCI,STAGING AREAS,AND DESIGNATED CONSTRUCTION TO ABANDONING THE OLD CHANNEL,A TEMPORARY DIVERSION IS. 9.5 OZJYDI EROSION CONTROL BLANKET SHALL BE PLACED ON ALL STREAM A \�
ACCESS POINTS AND STAGING AREAS, MAI[RAl QLIANTIT ES, �PS LL
ACCESS POINTS. DIMENSIONS AND SIZES SHALL CONFORM TO THE DRAWINGS, CHANNEL Oil LUMP AROUND SYSTEM SHALL BE USED ACCORDING GRADED HILLSlOPiS AND FLOODPlAINS, EROSION
COOL
5, THE BVILpEk SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, NOTES AND SPECIFICATIONS PROVIDED IN THE CONSTRUCTION THE APPROVED E&SC PLAN AND DETAILS.IN-LINE CHANNEL WORK BLANKET SHALL BE MADE OF 100% NATURAL FIBERS AND S�E V
TEMPORARY PASSAGES,OR OTHER PRECAUTIONS NECESSARY FOR DOCUMENTS OR ON THE WORK QUANTITIES AND MATERIALS LIST SHALL UTILIZE THE TEMPORARY PUMP AROUND SYSTEM AT ALL MATERIALS AND BE BIODEGRADABLE UNDER NORMAL CLIMATE I 4. 0.
THE SALtTY OF ALL PERSONS AND ON GOING MINING OPERATIONS THE ENGINEER FRAY IN5PtCT AND APPROVE ALL MAIERAL3 PRIOR TIMLS70 MAINTAIN DYCONDTFIONS IN THE WORKAREA, CONprioN5.EROSION CONTROL MATTING CONTAINING PLASTICS
AT TIESITE THE BUILDER SHALL ASIDE BY ALL SAFETY RULES AND TO CONSTRUCTION.IF MATERIALS DO NOT MEET THE MINIMUM 2L STREAM RELOCATION WORK SHALL 6E IMPLEMENTED BY MIST OR PLASTK BASED MATFRALSSIALLNOT BE USED ` lam• W 0
CONSTRUCTION CONDITIONS REQUIRED BY GOVERNMENTAL REQUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS, GRADING THE(LOODPLAIN ADJACENT TO THE CHANNEL TO THE 36. EXCESS EARTH MAY BE USED To BACK(BL THE 00 CHANNEL OR Y• O�. d
AUTHORITIES AND OTHER ENTITIES,LNCLUDING RAILROADS,SO THE ENGINEER SHALL REJECT THE MATERIALS. ELEVATIONS AND GRAPES SPECIFIED IN THE PIANSHf17S.THE TO ESTABLISH THE DESIGN MINE ROAD. TOPSOIL SHALL BE TRIO I- ' Z
THE PUBLIC IS SAFEGUAAD[D FROM 0.C[IDCNTS AND O[IAYS. O[SM[N CHANNEL SHALL THEN BE EXCAVATED TO THE DESIGN REMOVED FROM EXCAVATION AND FILL AREAS PRIOR EXCAVATION GUAAUTROSAN9 RAGS REQUIRED MY GOYMNIMENTALOR RAILROAD 12 THE EROSION CONTROL MEASURES SHOWN IN THE DRAWINGS ARE CHMNN[LCRO55-SECTION GEOMETRY AND LONGITUDINAL PROFILE AND GRADING AND REAPPLIED TO AREAS AFTER ROUGH GRADING Q
R'S EXPENSE. 70 BE INSTALLED AS NEEDED TO KEEP ALL SEDIMENT ON 5ITE AND E/I
UNLESS DHORMESIRECTED OTHERWISE SHALL BEOTH�W EIDED AT BY THEDC DESIGNATED OUT OF STREAMS AND WETLANDS. ADDITIONAL EROSION BE EXCN INAVATED
AT DRAWING5AND DETAILS,THE TIALWEG CAN FIRST AEAST COMPLETE 4'-6EVAIOPS AND G ADES PLACED CLUD DISTURBED THE �' Z LL
BE [%CAVaTED Yo THE ELEVATION SPIO(I(D IN THE ARIAS TO THE ELEVATIONS AND GRADES INCIUbFb IN THE to
REPRESENTATIVE BUILDER SHALL AT NO TIME COMPROMISE [tlHtRol NETSUKES[ABOVE THOSE SHOWN ON THE DRAWINGS I-
IORGLTUOiNAI PROFILE AND EXCAVATION AND FIN[GRADING DF ANY
DOCUMENTS. m
EITHER SAFCTY tlR ENVIRONMENTAL REQUIREMENTS. AND ON THE gl1ANTRlES AND MATERIALS U5T)MAY BE REQUIRED THE CROSS•SF[71tlNS STALL THOU BE PREFORMED. ANY / m m
IN ORDER TO KEEP ALE SEOIMIHS ON SITE AND OUT OF STREAMS 37 ANY AREA OSTUR8I0 8T THE BUILDER SHALL B[ PROMPTLY M
6. THE BUILDER SIALLONLY USE ACCESS POINTS.-ACCESS PATHS ANp TEMPORAY STOCKPILING OR DOUILL HANDLING OF EXCESS .yD Z'
AND WETLANDS. WITH
TOR WATER pNBEST ANFPURPDS[S CONSISICNT r Q
STAGING A0.EA5 SHOWN ON THE DRAWINGS.ANY 0.lT[RRATE EARTH NECESSARY TO BUILD THE CHANNtLSHAIt BE CONSIDERED WITH STORMWAT[R BEST MANAGFM[NT PRACTICES- N
ACCESS PLANNED YTHE BUILDERSHALL BE APPROVED BY MARTIN 13. THE USE OF ANY BRAND NAMESIMANUFACIVRERS OR MODELS 6 INCIDENTAL TO CONSTRUCTION. STABILIZATION INCLUDES RE VEGETATION OF ANY EXPOSED SOILS. 1 IY a a
MARIETTA PRIOR TO LIST.ANY NEW ACCESS ROUTES OR STAGING INTENDED SOLELY TO DENOTE THE QUALITY STANDARD OF THE ZZ SANKFULL CHANNEL DIMENSION TOLERANCES WILL BE HELD TO PLANTED GAOUNDCDVER MAY ONLY BE NATIVE V[GCTAtHGN. O W
AREAS NEEDED FOR STREAM NEW
ACTIVITIES MUST FIRST DESIRED PRODUCT.ANY USE OF BRAND NAMES IS NOT INTENDED THE DIMENSIONS SHOWN ON TN[ TYPICAL CROW5tCTION MULCH SHALL 6E SPREAD TO COVER DISTURBED CHANNEL AND Q BE FLAGGED AND MAPPED FOR EVALUATION AND WRITTEN TO RESTRICT BIDDERS To A SPECIFIC BRAND, MAKE. PIANSHEETS.ELEVATIONS SHALL BE CONSTRUCTED WITHIN 0.1' FLOODPULIN AREAS,MULCH SHALL BE KEPT OUT OF THE CROWNS
APPROVAL Y MARTIN MARIETTA MUST BE OBTAINED PRIOR TO MANUFACTURER, OR NAME. THE BRAND NAMES / (VERTICAt).WIDTHS AND DEPTHS MUST FALL WITHIN RANGES OF SHRUBS ANDGROUND COVER. [ W
ANY DISTURBANCE ACTIVITIES MANUFACTURERS OF MODELS ARE INTENDED TO CONVEY THE SHOWN IN THE PLANSHEETS. CHANNEL CROSS.S[CTIOH
7. NO NON-PERMITTED FILL IN WETLANDS MAY OCCUM.ALL EXCESS GENERAL STYLE.TYPE.CHARACTER.AND QUALIFY OF PRODUCT DIMENSIONS SHALL BE WITHIN 0.2-(HORIZONTAL). 77 d
SOBS FROM MASS EXCAVATION, STREAM RELOCATION AND EQUIVALENT PRODUCTS Witt BE ACCEPTABLE IF THE PROJECT 23 IF THE EXISTING GROUND IS 1E55 THAN 0.2'HIGHER THAN THE 4
• CHANNEL CONSTRUCTION SHALL BE DISPOSED OF IN THE OWNER OR ENGINEER HAS GIVEN APPROVAL OF THE SPECIFIC LLI
DESIGNATED FILL AREAS. PRODUCT IN WRITING. PROPOSED BANKFULL ELEVATION, N 6 NOT NECESSARY TO
IL ANY ELECTRONIC OR COMPUTER AIDED DESIGN ILDUACTIVEtY 14. THE BUILDER SWELL WARRANTY ALL MATERIALS AND C TO THE PROPOSED ELEVATIONS AND GRADES IN THE
REFERRED TO AS-CA1Y)FILES ARE SUPPLIED AS A MATTER OF WORKMANSHIP FOR A PERIOD OF ONE(11 YEAR FROM THE DATE COONSTRNSTR E UCTION po[uMENTS.
COURTESY ONLY THE ENGINEER MAKES NO REPRESENTATION. OF ACCEPTANCE BY THE PROJECT OWNERAND$RW REPLACE ANY 24. THE BUILDER SHALL UTILIZE NATIVE ONSFIE ROCK,WOOD AND
WARRANTY,OR GUARANTEE AS TO THE ACCURACY,RELIABILITY, PORTIONS THAT FAIL DUE TO FAULTY MATERIALS OR VEGETATION MATERIALS WHERE AVAILABLE AND APPROVED BY
SUITABILITY,OR FUNCTIONALITY OF SUCH FILES,AND ANY SUCH WORKMANSHIP, AT NO ADDITIONAL COST TO THE PROJECT THE ENGINEER.
WARRANTIES THAT MAY OTHERWISE BE IMPLIED BY LAW 09 OWNER.A SIX(6)MONTH AND ELEVEN(11)MONTH INSPECTION 2S.IN-STREAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS
STATUTE ARE HEREBY EXPRESSLY DISCLAIMED.CAD FILES DO NOT WILL BE PERFORMED DURING THE WARRANTY PERIOO, THE BEING CONSTRUCTED.INSTRCAM STRUCTURES SHALL BE FINISHED 4 �0
INCLUDE A PROFESSIONAL ENGINEER'S STAMP AND ONLY BUILDER BALL IMMEDIAttLY REPAIR ALL ITEMS DETERMINED BY TOA SMOOTH SURFACE IN ACCORDANCE WITH THE LINTS,GRADES rwI
DRAWINGS WITH SUCH STAMP AND THE ENGINEER'S SIGNATURE THE PROJECT OWNER OR AUTHORIZED REPRESENTATIVE 10 BE AND ELEVATIONS SHOWN IN THE DRAWINGS AND DETAILS.THE
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STANDARD LINES A r.
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SEAL
EXISTING SITE FEATURES DESIGN SITE FEATURES DESIGN STREAM FEATURES DESIGN STREAM FEATURES z � s
•• PARCEL BOUNDARY '^"-"- CONSERVATION EASEMENT DESIGN STREAM 9ANKFULL DESIGN BOULDER TOE PROTECTION ' ,�2-«�A+`
---• --' EXISTING MAJOR CONTOUR -® DESIGN MAJOR CONTOUR --- DESIGN STREAM CENTERLINE C5� DESIGN BOULDER WALL FINAL
EXISTING MINOR CONTOUR DESIGN MINOR CONTOUR ® DESIGN CONSTRUCTED RIFFLE 6- DESIGN LOG J-HOOK VANE DRAWING
REVISIONS:
FEMA SFHA ZONE AE ------ DESIGN GRADING LIMITS DESIGN BOULDER RIFFLE 4- DESIGN BOULDER J•HOOK VANE
EXISTING CULVERT -'^-'^- DESIGN FLOODPLAIN TOE OF SLOPE �O-O�O-O DESIGN WOODY RIFFLE DESIGN BOULDER CROSS-VANE
- EXISTING STREAM CENTERLINE DESING CHANNEL PLUG DESIGN BRUSH TOE PROTECTEON DESIGN LOG STEP
i DESIGN CULVERT J4!>PJi4P DESIGN ROCK TOE PROTECTION DATE:041I9/2022
PLOT SIZE:24'X 36"
I'=2DO'
H.D.:NAD83 INCSP)
V.D.:NAY068
JE PIN:040E
0,2

DESIGN CHANNEL SECTION SPECIFICATIONS
1. CONSTRUCE THE DESIGN CHANNEL SECTION TO TI-E LINt] 0.LIGNME
, DESIGN ANT
LN;NNT .
ELEVATIONS AND GRADES SHOWN ON T11E DRAWINGS AND
DETAILS. WIDTH VARIES WIDTIIVARtES ¢
PER PLAN I ]6A' PER PLAN C5�
2. CIUNNELCtlNSTAUL910N WORKSIULL BE IMPLEMENTED BY FIRST I ==q�
GRADING THE FLOODPUUN ADIACENT TO THE CHANNEL TO THE DESIGN RANKfUlI -I.
DESIGN ELEVATIONS AND GRADES SPECIFIED IN THE DRAWINGS STAGE
AND DETAILS,
THE PE5115 CHANNEL 511A11 THEN RE EXCAVATED W •'
TO THE DESIGN CHANNEIGEOMETRY AND PRDFILE THISCHANNEL ROODPLAIN I FLOOOPUAIN Y C$0
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WORK ENT RE paNE WITH LGDI GROUND PROSURIL TRACK x pj
EQUIPMENT DRAWINGS PROVIDE DIMENSIONS,ELEVATIONS AND n`a y
SLOPES TO AID IN CONSTRUCTION OF THE CHANNEL THE 7HAAW EG
ICENTERUNEI CAN FIRST BE EXCAVATED TO THE ELEVATION 3 1
SPECIFIED IN THE PROHLE EXCAVATIDN at
TIIE SIDE SLDPLS AND 1.7
FINE GRADING OF THE CHAt,NEL SHALL THEN BE PREFORMED.ANY TIETOEARTINGGRatlNp 12 3't TIC TO fXR7LNGGRODAN
TEMPORARY OF
OR L'oURLE HANDLING OF EXCESS PERPLAN ST PER PLAN
EARTH NECESSARY 10 BUILD THE CHANNEL SHALL BE CONSIDERED
INCIDENTAL 1O CONSTRUCTION.
DESIGN GRADE
X. RANKFULL CANNEL PIMENSIQNS WILL RE HELD ED TIIE
DIMENSIONS SHOWN IN THE DESIGN CANNELSECTION DETAIL ON I MAX DEPTH AT[fNTFR OF
THIS SHELF ELLVATIONS AND DEPTHS SHALL RE CONSTRUCTED TO RIFFLE CROSS-SECTION
WITHIN 0.1' IVERTICALI• CANNEL WIDTHS AND OTHER
HORIZONTAL MY)DIMENSIONS SHALL BE WITHIN 0.2'
4. IFTIitEXISTINGFIOODPLAINIS LESS THAN 0.2'HIGHER THAN THE STREAM A R1 RIFFLE
RY TO GRADE
T THE FIOODPLAM 70LIVAPOK IT IS NOT THE FLOODPUAIN O THEELEVATIONS AND STA 0+00 TO 4+88 Z
GRADES IN THE DRAWINGS
o co
S. IN STREAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS
BEING CONSTRUCTED.INSTREAM STRUCTURES SHALL BE FINISHED
TOASMOOTHSUR FACE IN ACCORDANCE WITH TIIE LINES,GRADES WIDTHVARIES WIDTH VARIES O
AND ELEVATIONS SHOWN IN THE DRAWINGS AND DETAILS.THE PER PLAN 1 19.T' PER PLAN I> Z ~
FINISHED STRUCTURE SLOPES AND ELEVATIONS SHALL BE WITHIN I3.5' i2' 0 +.F q+
0.1'IVERTICAUOF THE DRAWINGS AND DETAILS, DESIGN 9ANKFULL - O
STAGE
6. INSTALL EROSION CONTROL NUTTING ON ALL DISTURBED FLOODPIAIN Ifs
STREAM BAN KS lO 3 Cr I MIN I BEYOND THE RAN KFU EL STAG E. — --——————»PolH Cam`------------------- ..
.......... .................
-` Q
DAR `� Q CC
T ...E%D.ING GROUND 6=T �� 12 3', TIE TO EXISTING GROUNDuj
PER PLAN 9.0 PER PLAN
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D[SIGNGRAOE ^` 3,6' ri
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RIFFLE OLSIGHSICEIDN AT = z
DOWNSTREAM PT e'V O z
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DESIGN CENTERLINE W
ALIGNMENT
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STREAM A R1 POOL
STA 0+00 TO 4+88
CARQ��y"
SUL 2
FINAL
DRAWING
REVISIONS:
DATE:04J19f2D22
PLOT SIZE 24'R 36'
NTS
H.D.;NA083(NCSPJ
V D.:NAV088
JE PIN:0401
1. 1

DESIGN CHANNEL SECTION SPECIFICATIONS
! CONSTRUCT THE DESIGN CHANNEL SECTION TO THE LINES, DESIGN CINTIRONE •
ELEVATIONS AND GRAPES 511OWN ON THE DRAWINGS AND AUGNMfNT
DETAILS- WIDTH VARIES WIDTH VATlES 7 p
PER PLAN F 4 PER PLAN p
1 N
w
DESIGN BANR(ULL 4^2 CRAN EL THE FLGO PLAIN ARKSHAII BE IMPLEMENTEDTHCHCHANNEL
T FIRST STAGE 6:1 FLD0pPLAIN BENCH
GRADING THE FLOODPLAIN ADFACENi TO THE C1UlNNEI TO THE 6:1 FIADOPL41N BLNCH _ o a
DESIGN ELEVATIONS AND GRADES SPECIFIED IN THE DRAWINGS --------- -- _____---
AND DETAILS,THE DESIGN CHANNEL SHALL THEN BE EXCAVATED
TOTHE DESIGN CHANNIL GEOMETRY AND PROFILE.TINSCHANNEL OS' qr ' S� a
WORK SHALL RE PONE WrtN LOW GROUND PRESSURE TRACK vaT
EQUIPMENT ORAWLNGS PROVIDE DIMENSIONS,ELEVAi1DNS AND 15� ;1 m Z
SLOPES TO 0.IDRAWING IN TRUCTION OFTHE CHANNCL THETHALWEG TIE SD EXISTING ilf lO EzISTINGGR01l Ab r
(CENTERLINE) CAN FIRST BE EXCAVATED 70 THE ELEVATION PER PLAN PER PLAN
SPECIFIED IN THE PADFIII.EXCAVATION OF THE SIDE SLOPES AND DESIGN GRAPE
FINE GRADING OF THE CHANNEL SHALL THEN BE PREFORMED,ANY MAz Ot"HATCENTERO(
TEMPORARY STOCKPRING OR DOUBLE HANDLING OF EXCESS RIFFLE CROSS-SECIION
EARTHXCIVENTALTO CONSTRUCTINECESSARY TO BUILD ON.
CHANNEL SHALL BI CONSIDERED TRIG CRIFFLE
BANKROLL CHANNEL DIMENSIONS WILL BE HELD 70 THE STA 0+00 TO 1+98
DIMENSIONS SHOWN IN THE DESIGN CHANNEL SECTION DETAIL ON
THIS SHEET ELEVATIONS AND DEPTHS SHALL BE CONSTRUCTED TO WIDTH VARIES 77'_- WIDTHVARIL5
WITHIN 0.1 EVER7ICALI. CHANNEL WIDTHS AND OTHER PER PLAN 45, 3r
PER PLAN
HORIZONTALQLY)DIMENSIONS 544ALLSE WITHIN 0.2- DESIGN BANMULL !
STAGE 1: 6:1(IODDPLAIH B[kLF1
4. IF THE EXISTING FIDODPUHR IS LESS THAN 0.2'HIGHER TITAN THE --------r------------------ ----- ---•
DESIGN BANKFULL ELEVATION.IT IS NOT N[CESSARY 10 GRADE T`'
THE(LOODPLAIN 70 THE FLGODPLAIN TO THE ELEVATIONS AND `�� 0
GRADES WINE DRAWINGS. TIE TO EXISTING GROUND �hf �� IN 0.4� Y,% 71E 70 EXISTING GROUND ND
S. IN STREAM STRUCTURES Sk1All BE INSTALLED AS THE CHANNEL IS PER PLAN E'f - cc
m
BEING CONSTRUCTED.INS7REAM STRUCTURES SHALL BE FINISHED
TO A SMOOTH SURFACE IN ACCORDANCE WITH THE FINES,GRADES (� Z r!
AND ELEVATIONS SHOWN IN THE DRAWINGS AND DETAILS.THE DESIGN GRADE 0 D
FINISHED STRUCTURE SLOPES AND EIEYATKONS SIULLL BE WH111N RIFFLE DESIGN SECTY.:N AT O
ITA IVERTICAU OF THE DRAWINGS AND DETAILS. DOWNSTREAM P,T _j a
DESIGN CENTERLINE �+
c INSTALL EROSION CONTROL MATTING ON ALL DISTURBED ALIGNMENT
STREAMBANKS TO3.9 IMIN.)BEYOND THE ILANKFULL STAGE.
TRIB C POOL )' G
U
Q cr.
STA 0+00 TO 1+98 ti
G
Q ° z
z
C o u
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FINAL
DRAWING
REVISIONS:
DATE-D4/19J2022
PLOT SIZE 24'K 36'
NTS
H.D.:NAD83(NCSPI
V D.:NAV088
1E P[N-0401
1.3

DESIGN CHANNEL SECTION SPECIFICATIONS
1 CONSTRUCT THE DESIGN CHANNEL SECTION CENTERLINE
IDN TO THE ltHLS, ALIGNMENT
ELEVATIONS AND GRADES SHOWN ON THE DRAWINGS AND
DETAILS. WIDTH VARIES WIDTH VAR ES }
PER PLAN S.a PER PULN O
2. CHANNELCONSTRUCTION WORK SNAIL BE IMPLEMENTED BY FIRST pESr.N BANKNLL I =_ M
GRADING THE FLOODPIAIN ADJACENT TO THE CHANNEL TO THE STAGE
DESIGN ELEVATIONS AND GRADES SPECIFIED IN THE DRAWINGS 64 FLOODPLAIN BENCH _ ____ __ _________ _ 5 1 FLOODp1AIN REMISE i
AND DETAILS.THE OESIGN CHANNEL SHAH THEN BE EXCAVATED " '' '''-'' ''I----- j_ q
TO THE DESIGN CRANNEL GEOMETRY AND PROFILE THIS CHANNEL w 0
WORK SHALL BE DONE WITH LOW GROUND PRESSURE TRACK 0.4' 0.3' =ei U
EOWPMENT DRAWINGS PROVIDE DIMENSIONS,ELEVATIONS 0.N➢ d:! 2T, +, n w 2
SLOPES TO AID IN CONSTRUCTION OF THE CHANNEL.THE TNALWEG TIE 10 ImSIING GROUND TIE TO EXISTRG GROUND
(CENTERLINE) CAN FIRST BE EXCAVATED TO THE ELEVATION PER PLAN PER PLAN
SPECIFIED IN THE PROFILE.EXCAVATION OF THE SIDE SLOPES AND
FAH[GRADING OF THE CHANNEL SMALL IMIN LOT PREFORMED.ANY DESIGN GRADE
TEMPORARY STOCKPILING OR DOUBLE HANDLING OF EXCESS
EARTH NECESSARY to WILD THE CHANNEL SHALL BE CONSIDERED I Mu DEPTHATCEM OG
INCIDENTAL TOCONSTRUCTION. RIFFLE CROSS-SECTIO NN
3. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE TRIG D RIFFLE
DIMENSIONS SHDWN in THE DESIGN CHANNEL SECTION DETAIL ON STA 0+00 TO 2+21
THIS SHEET FLEVATIONS AHD DEPTHS SMALL BE CONSTRUCTED TO
WITHIN
D.!' [VERTICAL). CHANNEL WIDTHS AND OTHER
HORILOHTAI[E,YI DIMENSIONSSHAR BT W rtHIN0.2'. WIDTIIVARIES T 2• W01IH VARILS
PER PLAN 4.2, 1 Illy PER PLAN
4 IF THE EXISTING FLOODPIAIN IS LESS THAN D.2'HIGHER IR AN THE DESIGN BANKFUI!
DESIGN BANKFULL ELEVATION,IT IS NOT NECESSARY TO GRADE STAGE
THE FLOODPIAIN TO THE FLOODPUA[N TD THE CLLVATIONS AND fi:L fLOOOPIAIN BUNCH z
GRADES IN THE DRAWINGS. -__-__ ______ __ O
IN V ItfAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS } 0.4' 1
BEING CONSTRUCTED.INSTREAM STRUCTURES SHILL BE FINISHED poly, 12' 3' TIE TO EXISTING GROUND QrNI
TO A SMOOTH SURFACE IN ACCORDANCE WITH THE LINES,GRADES TPETOEXPER PLAN
GROUND 4 T$`y ___4 ^-- _ PEA P WN u N
AND ELEVATIONS SHOWN IN THE DRAWINGS AND DETAILS,THE
FINISHED STRUCTURE SLOPES AND ELEVATIONS SHALL BE WITHIN O O D
Or(YE
RTICALI OF THE DRAWINGS AND DETAILS. � �
OL51GN GRADE Q I>
S. INSTALL EROSION CDNTROL MATTING ON ALL DISTURBED RIFFLEDESIONSECTIONAT
STREAMBANKS TO 3.0'(MIN)BEYOND THE BAN%FULL STAGE DOW NSTREAM P T
C Ei IGN CENFERHNE Ln
ALIGNMENT I
LLu Oco
W. z
TRIG D POOL F- I z
STA 0+00 TO 2+21 } Z G
cl: Z
Q z
z a
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z
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FINAL
DRAWING
REVISIONS:
DATE:04/19/2022
PLOT SIZE:24'X 36'
NTS
H.D:NAD93{NCSP)
V.D.:NAVDNB
2E PIN:0401
ls4

LN
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! SHEET INDEX
-{N
855 I 955
I I „xm"" rbp
r 1 1 a'p�HCAp� +.
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SEX
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r! I
950
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REVISIONS:
840 k --l -r- I - 1- I n>taxw.Erlu I I I I I
TI } STRFAMA
DATE:0411912022
KOT 914 T _ ' I _- 835 1"-40'ZE:2A".36"
:a '
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v _ H D.NA083(NC5P)
V 0.:NAVO88
MW .. r 830 JE PIN 0401
291
825
825
0+00 1+00 2+00 3+-04 4+00 5+00 e+00

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1 w:. '-' 'aa-arnf:�n:�k�.r �.�,ti' x. �' - -'--�' - r• ° i "rr- tY�-c:_-- -. �,�ti=_�-;�- �� 4
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tom' ' UJ
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STREAM A R2 POOL STA 7+19 TO 19+61
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xx
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I _
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CA
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835 DRAWING
REVISIONS:
t - -
DATE:04/19/2022
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W +I 1-r 40'
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r-I
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831D - -.l.- - _ i..�I �� ` 1 I 830 ,rpbrur Ip rar
CIS
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REVISIONS:
9E5 I rx 815 1' TRODD
Tarver nrurnn ;I ' I,
- -- - -- - - - STR[AMA
,I I
I
I I
DATE:04 19 2022
914 i I I el0 7S PLOT SIZE:24"x 36"
1'-40'
H.D.•NAD83{NCSPI
4I V.D-NAVD88 -
am lil— I 805 iE PIN 0401
800
2*3
1.+Do 15400 E6+00 17+00 18+00 18+00 20+90+12

Ft!rt n m s
DESIGN CHANNEL
CROSS-SECTIONS
64
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aao � � 840
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r q
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REVISIONS:
a _ IXSGM.NYlI,LL + _
STREAM
I
830 � � �l I ! � I ' � 830 GATE;04/19/2822
D.ex i
PLOT SIZE;24•x 36"
L' - H.D.-NA083{NCSPI
V.D-NAVD88�
ry - IE PIN:0401
825 .. to YcWtm ►'W�Wta !<a - c- L'� � cc ire '�a t� 825
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835 835
rt � _ _ — _ pxlliltl•h!r
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REVISIONS:
a snx rwlwY• STREAM A
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s '
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_1"-20'--'--
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8201 ^
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0+00 1+00 2+00 2+21 ,

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REY1510Y5�
DATE:04/13/2022
PLOT SIZE;24"x 36"
1"-20'
H.D.;NAD83(NCSP)
V-D.:NAVD88
A PIN 0401
3w2

CONSTRUCTED RIFFLE SPECIFICATIONS WOODY RIFFLE SPECIFICATIONS
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DESIGN SITE FEATURES
/ `( �\\EIS/� ^t�♦ �� / 1_In?`q0�}0 wG'pin C 0 O U C] 7 d C) ♦♦ 1 l -••—••- CON56RVAMNEASEMENT
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CLASS 1 RIPRAP STABILIZATION Z ea n �. OGJ Cy 4 . . � � �' '.'. .' - DESIGN MINE ROAD
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GENERAL RE VEGETATION AND PLANTING NOTES SOWING IN TWD DIRECTIONS AT RIGHT ANGLES TO EACH OTHER, LU
LU
WET SEED DR SEED 7HAT IS MOLDY OR OTHERWlE DAMAGED IN Rur[AwgrW KRr Qom H[ttr6 �� RD1Ys 7 r
TRANSIT OR STORAGE IS NOT TO 6I USED.AFTER BEGIN SOWN, 1I� v.u[s IN uq sew 'I"'WI.AAa Swu wrl A I.as sons mtwN tH[ O
1. FINAL VEGETATION SPECIES LASELECTION A MAY[MANGE DUE TO THE SEED SHALL BE RA%EO INTO THE TOP 114 INCH OF THE I w Cps lum 'rrN a uw�cwu Nrrtl 11ANnw RAIR
REFINEMENT OR SPECIES AVA1IABIlIT1'AT TII[71ME OF PLANTING. nw cwssuvg -(YswN.4 Sr/wl w.sKo arm
TOPSOIL.L1GIiflY ROLLED.AND WATERED WITI1 FINE SPRAY. Ir low.4•Wml Rua I• Imm1[RRFAEOIIK[A
SPECIES SUBSTITUTIONS WILL BE COORDINATED BETWEEN THE SEEDED AREAS ON STREAM BANKS SHALL BF PROTECTED WITH _!� ji;�i/ /F//i/r // ITHORAtrNe°xI[a nq.t°ruxt°w'
PROTECT OWNER, INGNEER AND BUILDER PRIOR TO THE CCHR FIBER MATTING. ;f� /%! I I urn rq�wq tnAW awnsm
PROCUREMENT OF PIANTJSEE95TIXR '.i/ / /+' F•--�•1
2, ALL DISTURBED AREAS WILL BE STABILIZED USING TEMPRORY AND "Itul P5 tao ac w
setae RRr woe rLA«rwOs AN rOmn RwLrnv+En deal rows IRON r.
PERMERMANET SEEDING AS OEFINED IN THE SEEDING SCHEDULE ZONE 1:STREAMBANK solwrwrFrlAL TO—A—t`%,AT[UMN uwwq n1[ RAN"= u"ceL�ntAiw"
ANDIIHE APPROVED EdSC PLANS. A'a'i°°rrvnm 7O T+fHNE ro rrR ANdxn
3. SUPPLEMENTAL PLANTING ACTIV TIES MAY BE REQUIRED WITHIN 12. LNEVIAKES AND HERBACEOUS PLUGS LISTED IN THE PLANTING
THE CONSERVATION EASEMENT. SCHEDULE SHALL BE PLANTED IN OFFSET ROWS AT A DENSITY OF Q' 0
4,810 STEMS PER ACRE 13.0 O,CI FROM TOE OF THE RESTORED a
TEMPORARY SEEDING AND MULCHING NOTES CHANNELED 3A'OUTSIDEIMEBANKTULL51ACE
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ZONE 2:FLOODPLAIN /' _{, �/i }}{' / /• i�� i //�/ //�/�/ xogs
4. TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED TO ALI i J {/ i //•' // / / // //// //////// L naxnswu ww r[wewwx rR mwlAru LEKla EwolwH EORTIw a.°°N CA f1'a".
AREAS AND ACCESS ROLFFES DISTURBED DURING CONSTRUCTION. wmsnnutDwvlmv DSUPMXNnvroxawMMTMITKR .�1� U(�yyy
I ON[FgNDylDiRONIMarluwrL d/ yb
y, All S[Ep AND SEED VARIETIES MUST BE ERE[OF STATE AND 13 WOODY SPECIES LISTED IN THE PLANTING SCHEDULE SHALL BE MI.T I Pali IFN.vII.IbN N Awn MIRY rK MR,[ r11ENtmmmt OWN rmw- P t.l uwgrl rM Ole[.
ST"m o Iwo mH THE umuw 1[nw r[Ntt ITS To 1.1 Iuu to"d NA11al 70 am[THEaMI Routmm or 7K •Tj 1
FEDERALLY LISTED NOXIOUS WEED SEED AND LNVASIVSOXE SPECIES. PLANTED IN OFFSET ROWS AT A DENSITY OF 440 STEMS PER ACRE THE S To 7.1 FU wn DI L ROOTS --N bo cows nw 1IId Torx[rG THE"To. WD m.Iw wax TTT.A 4`SA—I'm wua TO of WA71g1)gOa+a/....1"40 1.
G ALL DISTURBED AREAS WILL BE SEEDED WITH TEMPORARY SEED {]0.0'D.C.)FROM 3.Ir OUTSIDE THE BANKEULL STAGE TD THE dnH OF tM IIAbI nARrrr ME. ML I"ruses IN[ILWI ewer¢ —1. MN xIIL eE TARIM M CORPrgg SWIM'u.K Y:SWL 3 SEAL 3
GRADING LIMITS.[AAtt PLACEMENT OF THE SPECIES SICAI[BI A"ML WE OR IM THE 1110tM W1 or IRA FWA70410 wSTr. rUS. IR-a to AWXI)pyA.rw.nn
AND MULCHED WITH WHEAT STRAW SEEDING WILL BE w c T.mw IK T. Im —"a swan MD r�so'K S1DFi 'm TTLr Hldxa L fN dAMrtIIdFr[MxINO rm Fm lAar nAwiflanb l[1f llAtf -
PERFORMLO USING A BROADCAST SPREADER.OTHER METHODS DETERMINED BY BY SPEOES AVAILABILITY AND THE BUILDER'S F44Iw4 MIL mwet HLARTWG DIRK INS NA-E! FOAwAw ID r1R. I,Wl Aw 1W.tmf 1N ONAaTndrrw woe Ruse wuET TH[nANrwIEM
MAY BE USED BUT MUST BE APPROVED BY ENGINEER IN ADVANCE VEGETATION SPECIALIST PRIOR TO SITE PLANTING AND BASED ON AdF THE UIaIII IACR wasmw[1gIA00 am/TITS IOt OF Tx[ rO[I[i5 ARwxo rx[ RnoArD[AOH TuIIe wTrAUAtgAL
THE WITNESS OF PLANTING LOCATIONS. aw. Tort. As TITS 1--r renal I,m1.11.11 TO Ha ID RwI
O+INSTALLATION. EAKHS TITS SO L r 7r %UWA[L GVE111 two TI+I Hla to ru[I- ..SEE naxn UM W W nn aWr'EV"I M,tK MY`—d TIRE OM �F
"RI'4 ME Tor TITS SE.Ww.Tarsaw RNaf 1XODlau.rtlRr aN aN[WNRI1D1aR. '�+,hnlH[I•IT3�,.�w
7 MAIIENA14CE OF SEEDED AREAS SHALL CONSIST OF WATERING, [mN tk w1Wrllx4 1M Ram rO
WEEK AND PEST CONTROL FIITRNATION, EROSION REPAIR, ZONE 2:FLOODPLAIN ROV7GR.WIN uRwlmx m m SWA[I KrunlRwlrO.AtE Ax.ads ar Ram AA.ti+ND w.0 1Kx
8ESEFp1NG,AND INCIDENTAL OPERATIONS AS NECESSARY TO MYtWRTEW" HE WE.TOHTHIPA[uRIAM"ITI 11—AwbAWrb[FIRWHFN FINAL
I[IDL.14 OR 1.1 THE M 6.rr®1WHIr E Fm4 WATER r1gRINKIRT.Elm[0IA
ESTABLISH A HEALTHY,VIGOROUS,WEED FREE AND DISEASE FEE AOmslRoona AIrRrAaA p IW M[rRL WILIER Aaun MIR reAP1G Fro IA7F.A
UNIFORM STAND OF GRASS.ALL AREAS WINER FAIL TO SHOW A 14. WOODY SPECIES LISTED IN THE PLANTING SCHEDULE SHALL BE KruRL
UNIFORM STAND OF GRASS FOR ANY REASON SMALL BE TREATED PLANTED IN OFFSET ROWS AT A DENSITY OF 440 STEMS PER ACRE DRAWING
REP(ATFPLY UNTIL A UNIFORM STAND OF AT (EAST 9M 110.0' O.C.) FROM THE FLOODPLAIN TOE OF SLOPE TO 7H[ BARE ROOT DETAILS CONTAINER PLANT DETAILS
COVERAGE S ATTAINED WITH NO BARE AREA GREATER TITAN FIVE GRADING I.MITS.EXACT PLACEMENT OF THE SPECIES SHALL BE
SQUARE FEET DETERMINED BY SPECIES AVAILABILITY AND THE BUILDER'S REVISIONS:
VEGETATION SPECIALIST PRIOR 7O SHE PLANTING AMC)BASED ON
THEW[T.JSS CONDITIONS OF PLANTING LOCATIONS n ttMSi.gIAwb'dmAdb.L INI uausIN0.11,
PERMANENT SEEDING NOTES nwt IwQ c w.'SIt AmW wM NAruwrAa FIAw
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S. PERMANENT SEEDING SIEAII OCCUR IN CONJUNCTION PER WITH nARlpq.mruldKAEt //�/' I
TEMPO RARY SEEDING WHERE APPLICABLE IDEALLY,PERMANENT r4n nclx dnrt Qom /i wac �L.
SEEDING SHALL OCCUR DURING THE PLANTING SEASON FOR EACH • IRON IDIIOW Ir IA11ua1
SEED TYPE AAIASFIRTIi1Z[O FOR TEMPORARY SEEDING SLEAII BE u..narw..aWN4°Nun � uL71du K•K' wt STAKE
SLFFICIENILY FERTILIZED fOR PERMANENT SEEDING,ADDITIONAL �' •'F DATE:04/I9/2D22
fLRTRI2ER IS NOT REQUIRED FOR PERMANENT SEEDING. * wen
PLOT SIZE:24'K 36'
S. ALL SEED AND SEED VARIETIES MUST BE FREE Of STATE AND L Lxr ITAUS oust I[DOANART Wlwx ca.q w lr [sea Non s e wR1A ruxrrI.IM SIAN SMIJID Of FAIPAND
FEDERALLY IISItp NL1RLOU5 WEED SEED AND INYASNESPECIES. ••♦ 'Q wnN TMIL1dr.WT[.ur.AMtW AOTibM lxoVlOucm At Ax urcu Fm wrRrR7lI wrDTrw a.ouxA+x row
WIGRH aSIDIn MAa ArRm HaETO PNVIK WFFwN NIw6 DAAr41.O1ux.rlfAWEOw. 1'x BD,
10. OF 4-INCHES AND GRADE 1O A MOOTH,EVEN SURFACE WITH A
THE CONTRACTOR SHALL LOOSEN THE SOIL TO A MINIMUM DEPTH I,"STAutNAulrat•rrDNMMARROr rruw.tN H.D.=NAD83{NCSPI
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LOOSE UNIFORMLY FINE TEXTURE.THE AREAS TO BE SEEDED ARE 4' LINT ITAFN 1—JUTH ItACIDWTa1E TO#WTNI 1Fw.1Hm Ito SIALI r1LOWGwmeDARp AMG1[n oowxSlgAAi V.D-.NAVDBB
THEN�O BE ROLLE DAND RAKED TO REMOVE RIDGES AND FILL E.SDa TH[ra[dnrt[Wl Nlq wr uA[Nb[WAIMAWL ArtdlMtggrqN iN Tarp THI LNISdq SRW
DEPRESSIONS TO MEET FINISH GRADES.THE CONTRACTOR IS TO urAu.rD wRNASdNA[emeuvKaxoe[ssTwx r+rmxouu Truw.'al.n rxlerwwn
SE PIN:0401
LIMIT SUB GRADE AND FINISH GRAD f PREPARATION TO AREAS �� mx[r.vroeuAnwOl ter AansrAvrt a uxILM lrxstAxb llAlKraul nLlOtr also wwTAMOsrAaNnl nAruxfN6 raw --
THAT WILL BEPLANIEDIMMEDIATELY PREPARED AREAS ARE 10BE L.-:..'.
RESTORED IF ERODED OR OTHERWISE DISTURBED AFTER FINE ] • • '
GRADING AND BEFORE PIANTING. ``` mx[Lrac lrADrOF FrOWsrKTN.
11. SEED SHALL BE SOW34 WHH A SPREADER OR A SEEDING MACHINE LIVE STAKING DETAILS
SEED IS Not
TO BE BROADCAST OR DROPPED WHEN WIND �,
VELOCITY EXCEEDS 5 MPH.SEFV SHAH BE EVINLY OISTRIBUIED BY
RE-VEGETATION AND PLANTING DETAILS

SEEDING SCHEDULE I _ ZONE I ZONE 2 ZONE 3
TRMPOSARIT 5IIDHG(TJI AC( 2L1NT 1(SA AC1•srBBAmuuR PLAwwu-r air Msocs IRA6/AQ 20NE 2 04 AQ-NOODMAIN PIANIIN61-111'OZ.(ATOSTEMs/AC) 20NE 1 µAAQ•NIL=M►IANTitFRS•1G'OL(00 STEMS/ACI
DATI TTPE Art.RATE(u1/Aq It[E%s COMMON NAMI rEMEM SPECIES CGMMONNAME PERCENT Spam COMMON NAM! PERCINT G0
MI GRAIN 120 cb'M mrsomwn sw ODGWow 30% Brtwo nips RIVER BIRCH 1G% FQM vwRAANa AMERICAN SEECN 10% r u m
GERMAN MILLET s0 S.Un ktr w sw WEIOW SO% FRNanw onddr ol8 STCAMONE Ion PlAwranO 1120um MARE LEAF VIBURNUM 10N
UAN I.DEC 11 GROUND AGRICULTURAL LIMESTONE 2A00 SamMays cwmdilrnq LLMRSLRRT 15% Npi momko MACE GUM 10% h1dow"rlwfda UMBRELLA MAGNOIM 10% j�tl6
341D10 FERTL1pER 750 rhrsPlrnAsrs opWifaNw NINLSAAR -- .. .1S% O
LkkdwbdtM tugpVvo TULIP FORWI IWL Xdnsb ifflooa MDUNTAWLAUREL 10% xvlu
STRAW MULCH AAro Cevhftnthw=ddr.Wh SUTTON SUSHI 1096 AA.o sandwo TAGMDER SON 7'Id*fi ran I.Epi/rro TUUPPOPLAR 10%
ArasffwM gipord/v RIVEACAME 101A Owrrw rUbra NLIRTHEINREOGAI 1016
awn IWMAMS"alAmwhila(IIOOOPIAIM(►ER MURSEEDRIOpS)-23Los/As CepkdpmMuolddmmU4 KMQNBJSH 1a% DLtltraaao WHITE OAR ION
SPECIES COMMON NAME PERCENT Ftpdw drhaA*s EASTIRNCOTTONWOOD 10% aquowlo "ISSARRHICADRT 1016
AmWis prmwmra AUTUMN IENTGRASS 10% Runty serener RACK CINRRT 10% cw"Imvm MOCRERNUT HICBpRT 10%
Am&Wapwr to dl BUG BLUESTEM 10% m Avrnepudl BOX EWEJI 101E AorrntrAWD NOR ELDER 10%
mreosa1.kraedmto LANCELEAFTKIISEED 10%
M-W W*— VIRGUFW WILORTE 15%
A. a friar $OFT RUSH
Rwrisl.a rApot.sa SVVM GRASS 15% z
rAwbrch.Mrtn MAC%ETED SUSAN 10% o
I Cd1nnrto pwpwve. - PURPLE CONEFLOWER 5% I--
wimthww+pudlp us SWAMPSUNFLOWER 5% u
6ddrwhpUa.r P.T urnt ILUMTEM 5%
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swyf nom INDULNGRAM 5% - O wn
W CCTdpoa.n drs*'M EASTERNGAMAGRASS S% tu
WIN a(HUSLO"I"MMANEM 1EEDg1G(aal•25 US/AC Q ac W
wfm WILtMON FRLAIt PERCENT
W �
A.6 wq ngrrw.0 MG BLUESTEM
mei PrfLdegld[a FOR ADGE 70% cn
Lbrrosis faeordWo LANCE LEAF TICASEED S% z
E11mW rhgWm VIRGINM WNDRTE 157E t
AUHe.e WtIpI a sW ITC11GRA35 —R __ 15% �Q/ z
Ip Q.
dw"A4ta MACIETW 5USAN L% JV O
Sawdwium sse-- LITTLE 1WESTEM
SwgmwN mxe 04"GRASS 9% Lu
TrWrNfTorw PURRE Too, 121E
z
r*Mv m dATrfo*s UM N GAMMAGRASS 17%
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FINAL
DRAWING
REVISIONS:
DATE 04/19/2022
PLOT SIZE,24"z 36"
NTS
H-E):NAD83{NCSAI
V.O.:NAV088
IF PIN:0401
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