20171158 Ver 1_Mitigation Information_20180629

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 6/29/2018 1:59:44 PM (Message Start Event)
Approve by Montalvo, Sheri A 6/29/2018 2:03:43 PM (Initial Review- Sheri Montalvo)
The task was assigned to Montalvo, Sheri A 6/29/2018 1:59 PM

D# * 20171158
Version* 1
Select Reviewer:* Mac Haupt
Mitigation Project Submittal - 6/29/2018
Type of Mitigation Project:*
V Stream r Wetlands r— Buffer I— Nutrient Offset
(Select all that apply)
Is this a Prospectus, Technical Proposal or a a yes a No
New Site? *
Project Contact Information
.................................................................................................................
Contact Name:* Worth Creech
Email Address:* [e-mail]
Project Information
Existing (DWR) ID#:* 20171158
(nunbers only ... no dash)
Existing Version:* 1
(nurrbers only)
Project Name:* Warren Wilson College
County:* Buncombe
Document Information
Mitigation Document Type:*
Mitigation Information
File Upload: Warren Wilson-100019—Draft 60% Plan Set
24.48MB
(IRT)_June 2018.pdf
Rease upload only one RDF of the corrplete file that needs to be submtted...
Signature
Print Name:* Worth Creech
Signature:*

0
SCALE IN FEET
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AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:53am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Cover.dwg 1 G-1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GIESCHEN1COVER SHEETG-1VICINITY MAP
60% DESIGN SUBMITTALWARREN WILSON COLLEGE STREAM MITIGATION SITE
SWANNANOA, BUNCOMBE COUNTY, NC
PROPERTY OWNER:
WARREN WILSON COLLEGE
WWC 6362
PO BOX 9000
ASHEVILLE, NC 28815-9000
CONTACT PERSON:
DESIGN PROFESSIONAL:
ANCHOR QEA OF NORTH CAROLINA, PLLC
231 HAYWOOD STREET
ASHEVILLE, NC 28801
CONTACT: STU RYMAN
[phone]
PROJECT NAME:
WARREN WILSON COLLEGE STREAM MITIGATION SITE
PIN #: 9679-54-4937
ZONING DISTRICT:
RIVER BASIN: FRENCH BROAD
PROPERTY SIZE: 1005.5 ACRES
TOTAL DISTURBED AREA:
DATA BLOCKDRAWING INDEX
SHT # DWG #TITLE
1 G-1 COVER SHEET
2 G-2 GENERAL NOTES AND ABBREVIATIONS
3 G-3 SHEET INDEX
4 C-1.0 UT-1 LOWER LAYOUT AND STRUCTURES PLAN
5 C-1.1 UT-1 LOWER PROFILE AND SECTIONS
6 C-2.0 UT-1 UPPER LAYOUT AND STRUCTURES PLAN
7 C-2.1 UT-1 UPPER PROFILE AND SECTIONS
8 C-3.0 UT-3 LOWER LAYOUT AND STRUCTURES PLAN 1
9 C-3.1 UT-3 LOWER LAYOUT AND STRUCTURES PLAN 2
10 C-4.0 UT-3 UPPER & UT-4 LAYOUT AND STRUCTURES PLAN 1
11 C-4.1 UT-3 UPPER & UT-4 LAYOUT AND STRUCTURES PLAN 2
12 C-4.2 UT-3 UPPER PROFILE AND SECTIONS
13 C-4.3 UT-4 UPPER PROFILE AND SECTIONS
14 C-5.0 UT-5 LAYOUT AND STRUCTURES PLAN
15 C-5.1 UT-5 PROFILE AND SECTIONS
16 C-6.0 UT-6 LAYOUT AND STRUCTURES PLAN 1
17 C-6.1 UT-6 LAYOUT AND STRUCTURES PLAN 2
18 C-6.2 UT-6 PROFILE AND SECTIONS
19 C-7.0 UT-7 & UT-8 LAYOUT AND STRUCTURES PLAN 1
20 C-7.1 UT-7 LAYOUT AND STRUCTURES PLAN 2
21 C-7.2 UT-7 LAYOUT AND STRUCTURES PLAN 3
22 C-7.3 UT-8 LAYOUT AND STRUCTURES PLAN 2
23 C-7.4 UT-7 PROFILE AND SECTIONS
24 C-7.5 UT-8 PROFILE AND SECTIONS
25 C-8.0 TYPICAL DETAILS
26 C-8.1 TYPICAL DETAILS 2
27 C-9.0 STRUCTURE DETAILS
28 C-9.1 STRUCTURE DETAILS 2
29 ESC-1.0 UT-1 LOWER ESC PLAN
30 ESC-2.0 UT-1 UPPER ESC PLAN
31 ESC-3.0 UT-3 LOWER ESC PLAN 1
32 ESC-3.1 UT-3 LOWER ESC PLAN 2
33 ESC-4.0 UT-3 UPPER & UT-4 ESC PLAN 1
34 ESC-4.1 UT-3 UPPER & UT-4 ESC PLAN 2
35 ESC-5.0 UT-5 ESC PLAN
36 ESC-6.0 UT-6 ESC PLAN 1
37 ESC-6.1 UT-6 & UT-7 ESC PLAN 2
38 ESC-6.2 UT-7 & UT-8 ESC PLAN 3
39 ESC-7.0 EROSION CONTROL DETAILS 1
SOURCE: BING MAPS
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:53am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Cover.dwg 2 G-2JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA2GENERAL NOTES ANDABBREVIATIONSG-2DETAIL AND SECTION REFERENCING
DETAIL REFERENCE NUMBER
DRAWING ON WHICH DETAIL APPEARS"-" INDICATES TYPICAL OR ON SAME DRAWING
DETAIL REFERENCE NUMBER
SECTION "A" IS SHOWN ON DRAWING "C-2"
INDICATES DIRECTIONOF CUTTING PLAN
SECTION REFERENCE LETTER
1
C-1
SCALE:
DETAIL1
-1" = 10'
A
C-2
SCALE:
SECTIONA
-1" = 10'PLAN NUMBER WHICH SECTION WAS TAKEN
ABBREVIATIONS
ABBRV ABBREVIATION
AQ ANCHOR QEA
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BLDG BUILDING
CB CATCH BASIN
CONC CONCRETE
CONT CONTINUED OR CONTINUOUS
CMP CORRUGATED METAL PIPE
COP CITY OF PORTLAND VERTICAL DATUM
CP CONTROL POINT (SURVEYED)
CPE CORRUGATED POLYETHYLENE
CY CUBIC YARD
DGPS DIFFERENTIAL GLOBAL POSITIONING SYSTEM
DI DUCTILE IRON
DIA DIAMETER
DWG DRAWING
E EAST
EA EACH
EL, ELEV ELEVATION
ESC EROSION AND SEDIMENT CONTROL
EX EXISTING
FT FOOT OR FEET
FS FINISHED SURFACE
FTG FOOTING
IE INVERT ELEVATION
IN INCH OR INCHES
LS LUMP SUM
MAX MAXIMUM
MH MANHOLE, MAINTENANCE HOLE
MIN MINIMUM
MISC MISCELLANEOUS
N NORTH
NAD NORTH AMERICAN DATUM
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
OC ON CENTER
PE PROFESSIONAL ENGINEER, POLYETHYLENE
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
S SOUTH
SD STORM DRAIN
SF SQUARE FOOT OR FEET
SPEC SPECIFICATION
STA STATION
STD STANDARD
STRUCT STRUCTURE, STRUCTURAL
TESC TEMPORARY EROSION AND SEDIMENT CONTROL
TYP TYPICAL
W WEST
GENERAL NOTES (APPLICABLE TO ALL SHEETS):
1. TOPOGRAPHIC SURVEY PROVIDED BY HAYES JAMES AND SIGNED AND SEALED ON 12/19/2017.
2. PROJECT TO BE CONSTRUCTED IN ONE PHASE.
3. ALL IMPROVEMENTS, MATERIALS, AND METHODS SHALL CONFORM TO THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION
LATEST EDITION UNLESS OTHERWISE NOTED ON THE PLANS OR SUPERSEDED BY ANOTHER JURISDICTION
HAVING AUTHORITY (JHA).
4. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
STANDARDS, LATEST EDITION.
5. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY
SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS
ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY
THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A.) PREVENT ANY DAMAGE TO PRIVATE
PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B.) PROTECT ALL UNDERGROUND
UTILITIES. C.) NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH
MAY EXIST BETWEEN THE EXISTING UTILITIES AND CONSTRUCTION PLANS.
7. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL CONFORM TO THE NCDOT APPROVED LIST FOR TRAFFIC CONTROL DEVICES IN
WORK ZONES. PEDESTRIAN AND VEHICULAR TRAFFIC FLOW SHALL BE MAINTAINED DURING ALL PHASES OF
THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR
WORK ON PROJECT.
8. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER IN
STREETS, DRIVES, TRUCK COURTS, TRENCHES, ETC. WILL NOT BE ACCEPTABLE.
9. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED
BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL PROPERTY OR EXISTING
IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE
OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL
COMPENSATION TO THE CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO,
REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC.
10. WHERE PRESENT, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND WATER SERVICE AT ALL
TIMES DURING CONSTRUCTION.
11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL STORM
WATER POLLUTION PREVENTION LAWS AND ORDINANCES.
12. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL SAWCUTS SHALL BE
FULL DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT CONCRETE EDGES. ANY LARGE
SPALLED OR BROKEN EDGES SHALL BE REMOVED BY SAWCUTTING PAVEMENT PRIOR TO REPLACEMENT.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES THROUGH
THE COMPLETION OF THE PROJECT AND THROUGH THE ESTABLISHMENT OF VEGETATION SUFFICIENT TO
PROVIDE EROSION PROTECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES PRIOR TO PROJECT CLOSE-OUT.
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT
ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
15. ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED WITHIN 14 DAYS OF DISTURBANCE UNLESS
OTHERWISE NOTED.
16. TESTING: SUBGRADE MOISTURE DENSITY TESTING SHALL BE PROVIDED AT ONE TEST PER SOIL TYPE AND
COMPACTION TESTING AT ONE TEST PER 400 SF. ABC TESTING SHALL INCLUDE 1 MOISTURE-DENSITY TEST
PER SOURCE AND COMPACTION TESTING AT ONE TEST PER 400 SF.
EROSION CONTROL NOTES (APPLICABLE TO ALL SHEETS):
1. STRAW MULCH AND TALL FESCUE SHOULD NOT BE USED IN RIPARIAN AREAS.
2. IF CONCRETE IS USED (EG. HEADWALLS), A DRY WORK AREA MUST BE MAINTAINED TO PREVENT DIRECT
CONTACT BETWEEN CURING CONCRETE AND STREAM WATER. WATER THAT INADVERTENTLY CONTACTS
LIVE CONCRETE MUST NOT BE DISCHARGED TO SURFACE WATERS DUE TO THE POTENTIAL FOR WATER
CHEMISTRY CHANGE AND FISH KILLS.
3. SANDBAGS, FLEXIBLE PIPE, OR OTHER DIVERSION STRUCTURES SHOULD BE USED TO AVOID EXCAVATING
IN FLOWING WATER. ANY DIVERSION CHANNELS MUST BE LINED WITH FILTER FABRIC AND/OR ROCK.
4. RIPARIAN VEGETATION ESPECIALLY TREES AND SHRUBS, SHOULD BE PRESERVED AS MUCH AS POSSIBLE.
NATIVE WOODY VEGETATION (EG. RHODODENDRON, DOG HOBBLE, SILKY DOGWOOD, SYCAMORE, RIVER
BIRCH, RED MAPLE) SHOULD BE REESTABLISHED TO PROVIDE BANK STABILITY AND SHADING. THE USE OF
NATIVE PLANTS THAT MUST BE REMOVED FROM PERMANENTLY DISTURBED AREAS IS ENCOURAGED.
5. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHOULD BE INSPECTED AND
MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF LAKE WATERS FROM FUELS, LUBRICANTS,
HYDRAULIC FLUIDS AND OTHER TOXIC MATERIALS.
6. DISCHARGING HYDROSEED MIXTURES AND WASHING OUT HYDROSEEDERS AND OTHER EQUIPMENT IN
OR ADJACENT TO SURFACE WATERS IS PROHIBITED.
7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER ANY RAINFALL.
DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY. A DAILY RECORD SHALL BE MAINTAINED ON THE SITE
BY THE CONTRACTOR. PROJECT SITE CONDITIONS MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION
AND SEDIMENT CONTROL MEASURES. EROSION CONTROL MEASURES AND MAINTENANCE SHALL BE IN
ACCORDANCE WITH THE SOUTH CAROLINA DHEC BMP HANDBOOK.
8. DUST CONTROL: CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE
WORK OF THE PROJECT. INSTALL TEMPORARY OR PERMANENT SURFACE STABILIZATION MEASURES
IMMEDIATELY AFTER COMPLETING LAND DISTURBANCE. LANDSCAPE AREAS SHALL BE PLANTED AND
STABILIZED WITH MULCH OR GROUNDCOVER AS SOON AS POSSIBLE. AREAS SUBJECT TO TRAFFIC SHALL
BE STABILIZED WITH THE APPLICATION OF WATER (SPRINKLING), SPRAY-ON ADHESIVES (E.G. ASPHALT
EMULSION, ETC.), CALCIUM CHLORIDE, OR STONE. DUST CONTROL SHALL INCLUDE THAT CAUSED BY
SAW-CUTTING AND SIMILAR DUST GENERATING ACTIVITIES. WIND FENCE OR SIMILAR BARRIERS MAY BE
REQUIRED DURING PARTICULARLY WINDY, DRY CONDITIONS. TILLAGE (I.E. DEEP PLOWING TO BRING
CLODS TO THE SURFACE) MAY BE USED AS AN EMERGENCY MEASURE FOR LARGE OPEN AREAS. DUST
CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DRY WEATHER
UNTIL ALL DISTURBED AREAS ARE STABILIZED.
GRADING NOTES (APPLICABLE TO ALL SHEETS):
1. UNLESS OTHERWISE NOTED IN THESE PLANS, SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH
APPENDIX J OF THE NC BUILDING CODE.
2. THE SURFACE OF AREAS TO BE GRADED SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION,
TOPSOIL, AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH
THE FILL MATERIAL. ALL CUT AND FILL SLOPES PROPOSED BY THESE PLANS SHALL BE 2:1
(HORIZONTAL:VERTICAL) OR FLATTER.
3. CUT AND FILL SLOPES (EMBANKMENTS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT
CONSTRUCTION MANUAL (2004). AT A MINIMUM, ALL FILL SLOPES SHALL BE PLACED IN 10-INCH MAXIMUM
LIFTS COMPACTED TO NOT LESS THAN 95 PERCENT DENSITY (STANDARD PROCTOR). CONTRACTOR SHALL
ARRANGE FOR INDEPENDENT COMPACTION TESTING RESULTS TO BE PAID FOR BY THE OWNER.
4. FINE GRADING AND SEEDING SHALL OCCUR AT ALL AREAS DISTURBED BY THE WORK OF THE PROJECT.
5. FINE GRADING SHALL INCLUDE REMOVAL OF ALL DEBRIS (ROOTS, ROCKS, TRASH, AND OTHER FOREIGN
MATERIAL) LARGER THAN 2 INCHES IN ANY DIMENSION AND THE APPLICATION OF 2-3 INCHES OF
TOPSOIL. FINE GRADING SHALL ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND IN GENERAL
ACCORDANCE WITH THE DRAINAGE PLANS. LANDSCAPE AREAS SHALL NOT BE SLOPED LESS THAN 2%.
6. GROUND COVER REQUIREMENTS: ALL DISTURBED AREAS SHALL BE PLANTED WITH AN APPROVED GROUND
COVER WITHIN 14 CALENDAR DAYS. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL
SLOPES STEEPER THAN 3:1 MUST BE STABILIZED IN 7 DAYS. SLOPES 50' OR GREATER IN LENGTH MUST BE
STABILIZED WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' MUST BE
STABILIZED IN 14 DAYS EXCEPT WHEN THE SLOPE IS STEEPER THAN 3:1, THEN THE 7 DAY REQUIREMENT
APPLIES. INSTALL TEMPORARY SEEDING ON ALL AREAS THAT WILL BE LEFT IDLE FOR MORE THAN 14 DAYS.
HARDWOOD MULCH IS AN ACCEPTABLE TEMPORARY COVER BUT MAY NOT BE BLENDED INTO THE
SUBGRADE AND WILL BE REQUIRED TO BE REMOVED PRIOR TO CONTINUATION OF THE WORK.
SEEDING NOTES (APPLICABLE TO ALL SHEETS):
1. SEED SHALL BE PLACED ON DISTURBED SOIL AS SOON AS POSSIBLE OR WITHIN 14 DAYS AFTER THE
CONSTRUCTION ACTIVITY IS COMPLETE WITH THE GOAL OF PROVIDING A PERMANENT COVER OF
NATIVE GRASSES AS QUICKLY AS POSSIBLE.
2. FERTILIZING: PRIOR TO PLANTING, SOIL SHALL BE PREPARED WITH THE FOLLOWING:
GROUND LIMESTONE: 75 LB/1000 SF
N-P-K TURF-GRADE FERTILIZER APPLIED AT A RATE OF 1 LB NITROGEN/1000 SF.
THE FERTILIZER SHALL HAVE A 3-1-2 OR 4-1-2 ANALYSIS. CONTRACTOR SHALL PROVIDE
LABELS FOR THE FERTILIZER TO THE ENGINEER FOR APPROVAL PRIOR TO APPLICATION.
3. COVER ALL SEEDED AREA WITH MULCH IMMEDIATELY UPON COMPLETION OF THE SEEDING
APPLICATION. SPECIFIED EROSION CONTROL FABRIC SHALL BE CONSIDERED MULCH. IN AREAS WHERE
NO EROSION CONTROL FABRIC IS SPECIFIED, MULCH SHALL CONSIST OF WEED FREE STRAW. STRAW
SHALL BE APPLIED AT A RATE OF 90LBS/ACRE.
4. WATERING: CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A CONTINUOUS, CLOSE STAND OF GRASS
WITH NO GAPS OR BARE SPOTS EXCEEDING A HAND'S BREADTH. WHEN REQUIRED TO GERMINATE OR
SUSTAIN THE GRASS UNTIL THE PROJECT IS COMPLETE, LAKE WATER SHALL BE USED TO GENTLY WET
THE SEEDED AREA IN THE MORNING HOURS A MINIMUM OF THREE TIMES PER WEEK THROUGHOUT THE
PROJECT DURATION.
5. INSPECT PERMANENTLY SEEDED AREAS FOR FAILURE, MAKE NECESSARY REPAIRS AND RE-SEED OR
OVERSEED WITHIN THE SAME GROWING SEASON IF POSSIBLE. IF THE GRASS COVER IS SPARSE OR
PATCHY, RE-EVALUATE THE CHOICE OF GRASS AND QUANTITIES OF LIME AND FERTILIZER APPLIED.
FINAL STABILIZATION BY PERMANENT SEEDING OF THE SITE REQUIRES THAT IT BE COVERED BY A 70%
COVERAGE RATE.
PLANTING NOTES (APPLICABLE TO ALL SHEETS):
1. APPLICABLE STANDARDS: ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE
ARCHITECT. THE OWNER SHALL RECEIVE TAGS FROM EACH PLANT SPECIES AND A LIST OF PLANT
SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED
SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY OR CULTIVAR PER THE AMERICAN
STANDARD FOR NURSERY STOCK, LATEST EDITION PUBLISHED BY THE AMERICANHORT.
2. SUBSTITUTIONS: NO SUBSTITUTIONS OF PRODUCTS, PLANT TYPES OR SIZES SHALL BE MADE WITHOUT
THE APPROVAL OF THE OWNER, LANDSCAPE ARCHITECT AND LOCAL/STATE JHA, IF APPLICABLE.
REQUESTS FOR SUBSTITUTIONS SHALL STATE THE REASONS FOR THE SUBSTITUTION REQUEST, THE
SUGGESTED ALTERNATE, AND THE CHANGES IN COST.
3. QUANTITIES: QUANTITIES OF PLANTS AS SHOWN BY PLANT SYMBOL ON THE PLAN SHALL GOVERN OVER
THE QUANTITIES SHOWN IN THE PLANT LIST. THE CONTRACTOR IS TO VERIFY PLANT LIST TOTALS WITH
QUANTITIES SHOWN ON PLAN.
4. WARRANTY: WARRANT EACH PLANT TO REMAIN ALIVE AND BE IN HEALTHY, VIGOROUS CONDITION FOR
A PERIOD OF 1 YEAR AFTER COMPLETION AND ACCEPTANCE OF THE PLANT MATERIAL AND
INSTALLATION. INSPECTION OF PLANTS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR ENGINEER AT
THE EXPIRATION OF THE ONE YEAR WARRANTY PERIOD. ALL PLANTS THAT ARE MISSING OR NOT IN A
LIVE, HEALTHY GROWING CONDITION SHALL BE LISTED AND THE CONTRACTOR SHALL BE HELD LIABLE
FOR REPLACEMENT WITH EQUIVALENT PLANTS OF SAME SPECIES AND SIZE.
5. ESTABLISHMENT PERIOD: THE PLANT ESTABLISHMENT PERIOD SHALL BE THE PERIOD OF TIME FROM THE
BEGINNING OF THE CONTRACT TO THE END OF THE PLANT MATERIAL WARRANTY AND FINAL
ACCEPTANCE BY THE LANDSCAPE ARCHITECT.
6. MAINTENANCE: THE CONTRACTOR SHALL CARE FOR ALL PLANTS DURING THE PLANT ESTABLISHMENT
PERIOD AS MAY BE NECESSARY TO KEEP PLANTS IN A LIVE, HEALTHY GROWING CONDITION. THESE DUTIES
SHALL INCLUDE :
A. PRUNING, CULTIVATING, REMOVAL OF WEEDS FROM PLANTING BEDS AND MULCH AREAS; REMOVE
ALL WEEDS PRIOR TO REVIEW FOR COMPLETION.
B. LAKE WATER SHALL BE USED TO WATER PLANT MATERIAL IN THE MORNING HOURS A MINIMUM OF
THREE TIMES PER WEEK TO ENHANCE EARLY ROOT GROWTH.
C. ADJUSTMENT OF STAKES AND TIES TO MAINTAIN PLANT IN UPRIGHT AND PLUMB CONDITION.
D. RE-SET SETTLED PLANTS TO PROPER GRADES AND POSITION. RESTORE PLANTING SAUCER AND
MULCH; ADDING PLANTING SOIL AND MULCH AS MAY BE REQUIRED.
7. PLANT CONDITION: ALL PLANTS SHALL BE IN A LIVE, HEALTHY, AND GROWING CONDITION BOTH AT THE
DATE OF COMPLETION BEFORE ACCEPTANCE OF THE PROJECT BY THE OWNER AND/OR LANDSCAPE
ARCHITECT AND AT THE END OF THE PLANT ESTABLISHMENT PERIOD.
MATERIALS:
1. PLANTS: ALL PLANTS SHALL BE NURSERY GROWN. THEY SHALL BE TYPICAL OF THEIR SPECIES, CULTIVAR
OR VARIETY. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS AND SHALL BE FREE OF DISEASE AND ANY
EVIDENCE OF INSECTS. IF IN LEAF, THEY SHALL BE DENSELY FOLIATED, WITHOUT LEAF SPOTS,
DISCOLORATION, CURL, WILTING, CHLOROSIS OR DAMAGE. THEY SHALL HAVE HEALTHY,
WELL-DEVELOPED ROOT SYSTEMS.
2. MINIMUM SIZES: SIZES SPECIFIED IN THE PLANT LIST ARE THE MINIMUM SIZES TO WHICH THE PLANTS
ARE TO BE JUDGED. MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH.
3. PLANT HARDINESS: THE SUPPLIER OF ALL PLANTS SHALL CERTIFY THAT THE ORIGIN OF THE PLANTS IS
FROM HARDINESS ZONE 6 THROUGH 8 ONLY.
4. MULCH IS TO BE DOUBLE SHREDDED HARDWOOD BARK MULCH FOR TREES AND SHRUBS.
5. TOPSOIL: ACCEPTABLE TOPSOIL SHALL BE FERTILE, WEED FREE, FRIABLE NATURAL LOAM, UNIFORM IN
COMPOSITION, FREE OF STONES, LIMBS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS
MATTER OVER 2" IN DIAMETER. THE SOIL SHALL BE CAPABLE OF SUSTAINED PLANT GROWTH AND HAVE A
5% MINIMUM ORGANIC CONTENT. IN SITUATIONS REQUIRING A CUSTOM MIX OR STRUCTURAL SOIL,
SPECIFICATIONS WILL BE PROVIDED BY THE LANDSCAPE ARCHITECT.
6. SOIL TESTING: PRIOR TO PLANTING, EXISTING SOILS AND TOPSOILS TO BE SPREAD SHALL BE TESTED BY
AN APPROVED SOIL TESTING LABORATORY OR AGRICULTURAL EXTENSION SERVICE LABORATORY. TESTS
SHALL INCLUDE MECHANICAL AND CHEMICAL ANALYSIS. A SOILS REPORT SHALL INCLUDE
RECOMMENDATIONS FOR THE ADDITION OF FERTILIZER AND ADJUSTMENTS TO PH OR OTHER
AMENDMENTS AND INDICATE THE AMOUNT OF ORGANIC MATTER. A WRITTEN REVIEW OF THE ANALYSIS
IS REQUIRED TO BE SUBMITTED TO THE OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
INSTALLATION:
1. VERIFY GRADES: PRIOR TO PLANTING, THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTED GRADES ARE
AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE
ARCHITECT IF ADJUSTMENT TO PLANT MATERIAL IS REQUIRED.
2. STAKE PLANT LOCATIONS: PRIOR TO PLANTING, THE CONTRACTOR SHALL LAY OUT THE EXTENT OF THE
PLANT BEDS AND THE PROPOSED LOCATION FOR B&B MATERIAL FOR REVIEW.
3. FIELD ADJUSTMENTS: THE CONTRACTOR IS TO FINELY ADJUST PLANT LOCATIONS IN THE FIELD AS
NECESSARY TO BE CLEAR OF OBSTACLES. FINISHED PLANTING AREAS SHALL BE GRADED SO AS NOT TO
IMPEDE DRAINAGE.
4. PLANTING: BACKFILL THE PLANTING HOLES WITH IN-SITU SOIL REMOVED FOR PLANTING PIT. FOLLOWING
BACKFILL, WATER TO THE POINT OF SATURATION AND TAMP TO COMPACT BACKFILL. ADD EXISTING SOIL
TO BRING THE FINAL GRADE OF THE PLANTING HOLE TO THE SURROUNDING SOIL SURFACE. RAKE THE
UNUSED SOIL OUTSIDE OF THE PLANTING HOLE TO EVENLY DISTRIBUTE EXCESS THROUGHOUT THE BED,
TAKING CARE NOT TO CREATE A SOIL MOUND OR TO ALTER THE EXISTING GRADE.
5. PROPOSED TREES INDICATED ON THE LANDSCAPE PLAN LOCATED BELOW THE PROPOSED TOE OF BANK
ARE GENERALLY AROUND THE 796 CONTOUR. THESE AREAS MAY BE INUNDATED DEPENDING ON LAKE
LEVELS. LAKE LEVELS VARY FROM DAY TO DAY AND CAN BE MONITORED FROM THE FOLLOWING WEBSITE
(HTTPS://LAKES.DUKE-ENERGY.COM/#/LAKES). PLANTING SHOULD OCCUR WHEN THE LAKE LEVELS ARE
BELOW THE 796 MARK AND GROUND SURFACE AT THESE LOCATIONS IS ABOVE THE WATER LINE.
6. SLOPES: SHRUBS, GROUNDCOVERS AND PERENNIALS PLANTED ON SLOPES GREATER THAN 3:1 SHALL
HAVE A NATURAL FIBER GEOTEXTILE WOVEN MESH MATERIAL PINNED TO THE GROUND PER
MANUFACTURER'S SPECIFICATIONS. GROUNDCOVER BEDS SHALL HAVE 2" OF GROUND LEAF COMPOST
SPREAD ONTO SLOPE PRIOR TO PLACING MESH. EXCAVATE PLANT PITS THROUGH MESH.
0
SCALE IN FEET
400 800
NORTH
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:53am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Cover.dwg 3 G-3JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA3SHEET INDEXG-3UT-1 LOWER C-1.0/ESC-1.0UT-1 UPPER C-2.0/ESC-2.0UT-3 L
O
WER C-3.0/ESC-3.0UT-5 C-5.0/ESC-5.0UT-3 L
O
WER C-3.1/ESC-3.1UT-3 UPPER C-4.0/ESC-4.0UT-3 UPPER & UT-4 C-4.1/ESC-4.1UT-6 C-6.0/ESC-6.0UT-6 C-6.1/ESC-6.0UT-8 22 - C-7.3/ESC-6.2UT-7 C-7.2/ESC-6.1UT-8 C-7.0/ESC-6.2SWANNA
N
OA RIVER
RICEVILLE RD
OLD FARM SCHOOL RDWARREN WILSON COLLEG
E

R
DOLD BEE TEE RDSWANNANOA RIV
E
R
UT-7 C-7.1/ESC-6.1
2120
2120212021202120 212021
2
0
2120212021202120
2
1
2
0
21
2
0
2120
2120
212021202120
21202120
2
1
2
0
21
2
0
21
3
0
2130
2
1
3
0
21302130
213021302
1
3
0
21
3
0
21302130
HOG BOTTOM LOWER FIELD
CE
CECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE CE CE CE CE CE CE CE
CECECECECECECECECECECECECECE
CECECECECECECECECECECE
PROPOSEDCONSERVATIONEASEMENT BOUNDARY
APPROXIMATE BANKFULL WIDTHTHROUGH RIFFLES (WIDTHVARIES, SEE DWG C-1.1)
STREAM CHANNEL CENTERLINE
STA 11+09BEGIN UT-1 LOWERENHANCEMENT II
INSTALL PERMANENTCROSSING WITHCULVERT BURIED 12"
MARSH TREATMENT AREA
UT-2
STA 17+06END UT-1 LOWERRESTORATION
EXISTING WETLANDDELINEATION BOUNDARY
EXISTING OVERHEAD UTILITY LINE (LOCATIONAPPROXIMATE) TO BE RELOCATED OUT OFCONSERVATION EASEMENT
30' MSD SEWER EASEMENT(LOCATION APPROXIMATE)
MSD MAINTAINED SEWER MAIN(LOCATION APPROXIMATE)
PROPERTY BOUNDARY(NOT SURVEYED)
EXISTING TRAIL
10+00
11+00 12+00
13+00
14+00
15+
0
0
16+00 17+0017+20
PRIVATELY MAINTAINED SEWERMAIN (LOCATION APPROXIMATE)STA 11+22END UT-1 LOWER ENHANCEMENT IIBEGIN RESTORATION
MARSH TREATMENT AREA
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:31am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT1.dwg 4 C-1.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GIESCHEN4UT-1 LOWER LAYOUT ANDSTRUCTURES PLANC-1.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 17+20 Riffle Typical 13+86
Pool Typical 16+67 Pool Typical 13+64
Pool‐Riffle Transition 16+62 Pool‐Riffle Transition 13+59
Riffle Typical 16+57 Riffle Typical 13+54
Pool Typical 15+99 Pool Typical 13+22
Pool‐Riffle Transition 15+94 Pool‐Riffle Transition 13+17
Riffle Typical 15+89 Riffle Typical 13+12
Pool Typical 15+34 Pool Typical 12+63
Pool‐Riffle Transition 15+29 Pool‐Riffle Transition 12+58
Riffle Typical 15+24 Riffle Typical 12+53
Pool Typical 14+69 Pool Typical 12+32
Pool‐Riffle Transition 14+64 Pool‐Riffle Transition 12+27
Riffle Typical 14+59 Riffle Typical 12+22
Pool Typical 14+30 Pool Typical 12+03
Pool‐Riffle Transition 14+25 Pool‐Riffle Transition 11+98
Riffle Typical 14+20 Riffle Typical 11+93
Pool Typical 13+96 Pool Typical 11+32
Pool‐Riffle Transition 13+91 Pool‐Riffle Transition 11+27
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
STRUCTURE LOCATIONS
LABEL DETAIL STATION
LV‐1 Log Vane 16+67
LV‐2 Log Vane 15+99
LV‐3 Log Vane 15+34
LV‐4 Log Vane 14+69
LV‐5 Log Vane 14+30
LV‐6 Log Vane 13+96
LV‐7 Log Vane 13+64
LV‐8 Log Vane 13+22
LV‐9 Log Vane 12+63
LV‐10 Log Vane 12+32
LV‐11 Log Vane 12+03
LV‐12 Log Vane 11+32
HORIZ. SCALE:VERT. SCALE:1" = 30'STREAM PROFILE1-1" = 5'ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2110
2120
2130
2140
2110
2120
2130
2140
9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40Sta:17+20Elev:2124.00GRADE BREAKSta:11+27Elev:2115.44GRADE BREAKPROPOSED STREAM THALWEG
EXISTING GRADEINSTALL PERMANENT CROSSING WITHBOTTOM OF CULVERT BURIED 12"
1.68%
PROPOSED BANKFULL DEPTH
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:31am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT1.dwg 5 C-1.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA5UT-1 LOWER PROFILE ANDSECTIONSC-1.1RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END RIFFLE SLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)CHANNELBANK SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-1 LOWER - ALL 11+10 17+20 1.68%4.5 0.90 3:1 13.5
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END POOL SLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)INSIDE OF BENDCHANNEL BANK SLOPES OUTSIDE OF BENDCHANNEL BANK SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-1 UPPER - ALL 11+10 17+20 0.25%4.5 1.15 10:1 3:1 17.0
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
21602160
21
6
0
216
02160
21602
1
6
0
2160
21602160
2160
2160
21602160215821622160 21502150215021502
1
5
0
2
1
5
0
2150
21502
1
5
0
215
0
216021702170
21702170
2170
217021702170
21802180218021822180
2180218021802180
21902190
21882192
2190
219
0
219021902190219022002200
2200
217
0
2170
2170
2170
2
1
7
0
217
0
217
0
2170
217
0
21
8
0
2180
2180
2180
2180
21
8
0
2180219
0
2190
219021
9
0
2190
2190
2200
22
0
0 220022
0
0
22002200
22
1
0
22
1
0
220022002200
2210SWIM POND
CECECECE CE CE CE CECECECECE
CE
CE
CE CE CE CE CE CE CE CE CE
CECECECECECECECECECECECECECECECECECECECECE
STA 10+09BEGIN UT-1 RESTORATION
STA 14+92END UT 1 UPPER RESTORATION
PROPOSED CONSERVATION EASEMENT BOUNDARY
APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-2.1)
STREAM CHANNEL CENTERLINE EXISTING WETLAND DELINEATION BOUNDARY
INTERCEPT EXISTING STORMWATERCONVEYANCE SWALE ANDCONSTRUCT NEW SWALE TOMARSH TREATMENT AREA
MARSH TREATMENT AREA
10+00 11+00
12+00
13+00 14+00 14+92
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:31am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT1.dwg 6 C-2.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA6UT-1 UPPER LAYOUT ANDSTRUCTURES PLANC-2.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
STRUCTURE LOCATIONS
LABEL DETAIL STATION
CS‐1 Cross Vane 14+46
CS‐2 Cross Vane 13+93
CS‐3 Cross Vane 13+64
CS‐4 Cross Vane 13+25
CS‐5 Cross Vane 12+85
LV-1 Log Vane 12+39
LV-2 Log Vane 12+11
LV-3 Log Vane 11+71
LV-4 Log Vane 11+10
LV-5 Log Vane 10+73
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 14+92
Pool Typical 14+46
Pool-Riffle Transition 14+41
Riffle Typical 14+36
Pool Typical 13+93
Pool-Riffle Transition 13+88
Riffle Typical 13+83
Pool Typical 13+64
Pool-Riffle Transition 13+59
Riffle Typical 13+54
Pool Typical 13+25
Pool-Riffle Transition 13+20
Riffle Typical 13+15
Pool Typical 12+85
Pool-Riffle Transition 12+80
Riffle Typical 12+75
Pool Typical 12+39
Pool-Riffle Transition 12+34
Riffle Typical 12+29
Pool Typical 12+11
Pool-Riffle Transition 12+06
Riffle Typical 12+01
Pool Typical 11+71
Pool-Riffle Transition 11+66
Riffle Typical 11+61
Pool Typical 11+10
Pool-Riffle Transition 11+05
Riffle Typical 11+00
Pool Typical 10+73
Pool-Riffle Transition 10+68
Riffle Typical 10+63
HORIZ. SCALE:VERT. SCALE:1" = 30'STREAM PROFILE1-1" = 5'ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2140
2150
2160
2170
2140
2150
2160
2170
9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30Sta:14+91Elev:2161.50GRADE BREAKSta:12+85Elev:2149.29GRADE BREAKSta:10+14Elev:2143.94GRADE BREAK6.5%
2.25%PROPOSED STREAM THALWEG
EXISTING GRADE
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:31am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT1.dwg 7 C-2.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA7UT-1 UPPER PROFILE ANDSECTIONSC-2.1RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLE
SLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)CHANNEL BANKSLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-1 UPPER - SHALLOW 10+14 12+85 2.25%4.0 0.90 3:1 13.0
UT-1 UPPER - STEEP 12+85 14+92 6.50%1.0 0.90 3:1 11.0
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOLSLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)INSIDE OF BENDCHANNEL BANK SLOPES OUTSIDE OF BENDCHANNEL BANK SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-1 UPPER - ALL 10+14 14+92 0.50%1.0 1.15 8:1 3:1 15.5
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
2170
2170
2170
2170
21602160
2160
21
6
0
2160
21
6
0
2150
21502150
215
0
2150
2150
2
1
5
0
21
5
0
214021402140
214
0
2140
2140
214021
4
0
2140
2130
21302130
2130
2130
2130
2130
21302130213
0
2120
2120
2120
2120
2120
21202120
21202118
2122
212021
1
8
2120
2120
21202120
2120
2120
2120
2120
212021202118
2120
2130
2130213
021302130
2130
2130
2130
2130
2130
21402140
21
4
0
2140
2140
21402138
21422140
2140
211
0
2110
2110
2110
2110
2110
2110
21102110
2110
2110
211021102110
2110
2110
21102110
211021
1
0
21
0
8
2
1
1
2
211021
1
2
21
1
0
21
0
0 21002100
2100
21
0
0
2100
2100
2100
210
0
2100
2100
210
0
209
82100
21
0
0
210021
0
0
21
0
2
2
1
0
02100210
0
21
0
0
STOKES FIELD
CE
CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CECECECECECECE
CECE
CE
CE
CECECEC
E
C
E
C
E
CECECE
CE
CE
CE
CE
CECECECECECECECECE
STA 10+00BEGIN UT-3 LOWER RESTORATION
PROPOSED CONSERVATION EASEMENT BOUNDARY
EXISTING WETLAND DELINEATION BOUNDARYSTA 15+00END UT-3 LOWER RESTORATIONBEGIN UT-3 LOWER ENHANCEMENT II
STA 18+34END UT-3 LOWER ENHANCEMENT IIBEGIN UT-3 LOWER RESTORATION
10+
0
0
11+00
12+00
13
+
0
0
14+00
1
5
+
0
0
16+00
17+00
18+0
0
19+00
PROPOSED STREAM CHANNEL CENTERLINE
0
SCALE IN FEET
30 60
NO
R
T
H
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:59am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT3_UT4.dwg 8 C-3.0MATCHLINE - SEE DWG C-3.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA8UT-3 LOWER LAYOUT ANDSTRUCTURES PLAN 1C-3.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
2210220022002190219021902190
21902180
218021802180
2180218021802180
2180
2170
2170217021702170
2170
21702170
2170
2160
216021602160
2160
2160
21602160
2160 21502150
2150
2150
2150
2150215021502150 2140214021402140
2140
2140
21402140
2140
2130
213021302130
2130
2130
213021302130
2
1
2
02120
21202120 21202120
2120
21202120212021202120
212021222120
21202120
21202120
21202118
2122
2120
2130 2130 213021302132 2130
2130
2130
2132213021302130
2140 21402140214
0
2140214
2
2142
214
0213
6
213
821422140
21402140 2150
2150
215
0214
8
215
2
21502150
2110
211
0
2110
21102110 2110
2
1
1
0
2110
2110
2110
STOKES FIELD
OLD FARM SCHOOL RD
CECECE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CECECECECECECECECECECECE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE
CE
CECE APPROXIMATELY 25' OFBANK STABILIZATIONSEE DETAIL 2, DWG C-8.1
APPROXIMATELY 150' OFBANK STABILIZATIONSEE DETAIL 2, DWG C-8.1
REMOVE LARGE TREE REMOVE LARGE TREE
APPROXIMATELY 45' OFBANK STABILIZATIONSEE DETAIL 2, DWG C-8.1
APPROXIMATELY 35' OFBANK STABILIZATIONSEE DETAIL 2, DWG C-8.1
REMOVE LARGE TREE
APPROXIMATELY 25' OF BANK STABILIZATIONSEE DETAIL 2, DWG C-8.1
APPROXIMATELY 35' OFBANK STABILIZATIONSEE DETAIL 2, DWG C-8.1
REMOVE LARGE TREE
STA 26+81END UT-3 LOWER ENHANCMENT IISTA 19+60END UT-3 LOWER RESTORATIONBEGIN UT-3 LOWER ENHANCEMENT II
19+00
20+0021+00
22+
0
0 23+0024+
0
0 25+0026+00
26+81
EXISTING PATH
0
SCALE IN FEET
30 60
NO
R
T
H
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:59am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT3_UT4.dwg 9 C-3.1MATCHLINE - SEE DWG C-3.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN9UT-3 LOWER LAYOUT ANDSTRUCTURES PLAN 2C-3.1NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
XXXXXXXXXXXXX215021502150 2150215021502150 215021502150
21
5
0
2152
215021502150
21502150
2150 21502150215021502
1
5
0
2150
216021602160
21602160216021602160216021602160
2160
21602160
2160
216
0
2160216021602160216021602160
216
0
2160
2160
21702170217021702170
217021702170
2170
217021702170
2170
21702170217021702170
218021802180 218021802180 2180
21
8
0
21902190
219021902190
21902190
220022
0
0 22002200
22002200221022102210221022202180
2180
2180
21802180 2180219
0
219021902190219
0
2200
220022002180LITTLE BEREA
CLINGMAN'S
CE
CE CE CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECE
CE
CE
CE
CECE
CECECECECE
CE
CECECECECECECE
CECECECE
CE
CECECECECECECE
11+00
12+00
13+00
14+0015+0016+00
17+00
18+
0
0
19+00
20+00
10+
0
0
11+00
STA 10+05BEGIN UT-3 UPPER ENHANCEMENT II
CONFLUENCE OF UT-3 UPPER AND UT-4UT-4 STA 10+00 / UT-3 UPPER STA 18+56BEGIN UT-4 RESTORATION
PROPERTY BOUNDARY (NOT SURVEYED)
EXISTING WETLANDDELINEATION BOUNDARY
FILL EXISTING CHANNEL
APPROXIMATE BANKFULL WIDTHTHROUGH RIFFLES (WIDTHVARIES, SEE DWG C-4.2)
STREAM CHANNEL CENTERLINE
PROPOSED CONSERVATION EASEMENT BOUNDARY
STA 10+50END UT-3 UPPER ENHANCEMENT IIBEGIN UT-3 UPPER RESTORATION
EXISTING TREE AND VEGETATION (TYP.)
EXISTING FOOTBRIDGE TO BE RELOCATED INORDER TO PROVIDE PEDESTRIAN CROSSINGOVER NEW CHANNEL AND MAINTAINEXISTING PATHWAY.JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA10UT-3 UPPER & UT-4 LAYOUTAND STRUCTURES PLAN 1C-4.00
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:59am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT3_UT4.dwg 10 C-4.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-3 UPPER STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LS‐1 Log Vane 31+62 LS‐16 Log Vane 21+94
LS‐2 Log Vane 31+06 LS‐17 Log Vane 21+21
LS‐3 Log Vane 30+46 LS‐18 Log Vane 20+40
LS‐4 Log Vane 29+93 LS‐19 Log Vane 19+83
LS‐5 Log Vane 29+04 LS‐20 Log Vane 19+25
LS‐6 Log Vane 28+47 LS‐22 Log Vane 18+28
LS‐7 Log Vane 27+94 LS‐23 Log Vane 17+67
LS‐8 Log Vane 27+34 LS‐24 Log Vane 17+01
LS‐9 Log Vane 26+81 LS‐25 Log Vane 15+96
LS‐10 Log Vane 26+19 LS‐26 Log Vane 15+28
LS‐11 Log Vane 25+32 LS‐27 Log Vane 14+65
LS‐12 Log Vane 24+76 LS‐28 Log Vane 13+70
LS‐13 Log Vane 23+98 LS‐29 Log Vane 13+09
LS‐14 Log Vane 23+50 LS‐30 Log Vane 12+56
LS‐15 Log Vane 22+99 LS‐31 Log Vane 11+46
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-3 UPPER RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 31+66 Pool Typical 25+32 Pool Typical 18+28
Pool Typical 31+62 Pool-Riffle Transition 25+27 Pool-Riffle Transition 18+23
Pool-Riffle Transition 31+57 Riffle Typical 25+22 Riffle Typical 18+18
Riffle Typical 31+52 Pool Typical 24+76 Pool Typical 17+67
Pool Typical 31+06 Pool-Riffle Transition 24+71 Pool-Riffle Transition 17+62
Pool-Riffle Transition 31+01 Riffle Typical 24+66 Riffle Typical 17+57
Riffle Typical 30+96 Pool Typical 23+98 Pool Typical 17+01
Pool Typical 30+46 Pool-Riffle Transition 23+93 Pool-Riffle Transition 16+96
Pool-Riffle Transition 30+41 Riffle Typical 23+88 Riffle Typical 16+91
Riffle Typical 30+36 Pool Typical 23+50 Pool Typical 15+96
Pool Typical 29+93 Pool-Riffle Transition 23+45 Pool-Riffle Transition 15+91
Pool-Riffle Transition 29+88 Riffle Typical 23+40 Riffle Typical 15+86
Riffle Typical 29+83 Pool Typical 22+99 Pool Typical 15+28
Pool Typical 29+04 Pool-Riffle Transition 22+94 Pool-Riffle Transition 15+23
Pool-Riffle Transition 28+99 Riffle Typical 22+89 Riffle Typical 15+18
Riffle Typical 28+94 Pool Typical 21+94 Pool Typical 14+65
Pool Typical 28+47 Pool-Riffle Transition 21+89 Pool-Riffle Transition 14+60
Pool-Riffle Transition 28+42 Riffle Typical 21+84 Riffle Typical 14+55
Riffle Typical 28+37 Pool Typical 21+21 Pool Typical 13+70
Pool Typical 27+94 Pool-Riffle Transition 21+16 Pool-Riffle Transition 13+65
Pool-Riffle Transition 27+89 Riffle Typical 21+11 Riffle Typical 13+60
Riffle Typical 27+84 Pool Typical 20+40 Pool Typical 13+09
Pool Typical 27+34 Pool-Riffle Transition 20+35 Pool-Riffle Transition 13+04
Pool-Riffle Transition 27+29 Riffle Typical 20+30 Riffle Typical 12+99
Riffle Typical 27+24 Pool Typical 19+83 Pool Typical 12+56
Pool Typical 26+81 Pool-Riffle Transition 19+78 Pool-Riffle Transition 12+51
Pool-Riffle Transition 26+76 Riffle Typical 19+73 Riffle Typical 12+46
Riffle Typical 26+71 Pool Typical 19+25 Pool Typical 11+46
Pool Typical 26+19 Pool-Riffle Transition 19+20 Pool-Riffle Transition 11+41
Pool-Riffle Transition 26+14 Riffle Typical 19+15 Riffle Typical 11+36
Riffle Typical 26+09 Riffle Typical 18+56
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-4 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 12+33
Pool Typical 12+20
Pool-Riffle Transition 12+15
Riffle Typical 12+10
Pool Typical 11+77
Pool-Riffle Transition 11+72
Riffle Typical 11+67
Pool Typical 11+32
Pool-Riffle Transition 11+27
Riffle Typical 11+22
Pool Typical 10+91
Pool-Riffle Transition 10+86
Riffle Typical 10+81
Pool Typical 10+63
Pool-Riffle Transition 10+58
Riffle Typical 10+53
Pool Typical 10+35
Pool-Riffle Transition 10+30
Riffle Typical 10+25
Confluence with UT‐3 10+00
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-4 STRUCTURE LOCATIONS
LABEL DETAIL STATION
CS‐1 Cross Vane 12+20
CS‐2 Cross Vane 11+77
CS‐3 Cross Vane 11+32
CS‐4 Cross Vane 10+91
CS‐5 Cross Vane 10+63
CS‐6 Cross Vane 10+35 MATCHLINE - SEE DWG C-4.1
XXXXXXXXXXXX21602160
21602160 2160
216
0
2160216021602160
21702170
21702170
2170
217
0
2
1
7
02170 2170 2170217021702170217021702170217021702168217021702170217021702170
218
0
2190
2200 2180218021802180 218021
8
0
218021802180
21802180
2
1
8
0
21802180
218021802180
2180218021802180218021802180218021802180219021882200
22002
2
0
0 220022002200220022002200
22
0
0
21
9
0
2
1
9
021902190 219021902190 21902190 21902190
2210221
0 221022102
2
1
0
2210221
0
2210
222022202220
222022202220
2220
22302230
219
0
2190
2190
2200
2200LITTLE BEREA
CLINGMAN'S CECE
CECECECECE CECE CE
CECECE
CE
CE CE
CE
CE
CECEC
E
C
E
C
E
CECECECECECECECECE CECE
CE
CE
CECECECECE CE CECECE
CE
CE
CE CE CE CE CE
CECECECECECECE
CECECECECE
CECECE
CE
CE
CECE
CECECECE
CECECE
CE
CE
CE
CE
CECECECECECE
32+2
8
20+00 21+00
22+00
2
3
+
0
0
24+0025+00
26+00
27
+
0
0
28+00 29+00 30+00 31+00
32+0
0
12+0
0
13+001
4+
0
0
1
4+
9
0
STA 14+75END UT-4 ENHANCEMENT II
STA 31+66END UT-3 UPPER RESTORATIONBEGIN UT-3 UPPERENHANCEMENT I
STA 12+33END UT-4 RESTORATIONBEGIN UT-4 ENHANCEMENT II
INSTALL PERMANENTCROSSING WITH CULVERTBURIED 12"
STA 32+28END UT-3 UPPERENHANCEMENT I
INSTALL PERMANENT CROSSINGWITH CULVERT BURIED 12"
RELOCATE EXISTING WATER LINETO NEW CROSSING (WORKPERFORMED BY OTHERS)
PROPOSED CONSERVATION EASEMENT BOUNDARY
STREAM CHANNEL CENTERLINE
APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-4.2)
EXISTING WETLAND DELINEATION BOUNDARY
EXISTING WOODEN BRIDGE TO BEREMOVED. CONTRACTOR TO DETERMINEELIGIBILITY FOR RE-USE ON-SITE.
0
SCALE IN FEET
40 80NORTH ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:00am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT3_UT4.dwg 11 C-4.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN11UT-3 UPPER & UT-4 LAYOUTAND STRUCTURES PLAN 2C-4.1NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-3 UPPER RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 31+66 Pool Typical 25+32 Pool Typical 18+28
Pool Typical 31+62 Pool-Riffle Transition 25+27 Pool-Riffle Transition 18+23
Pool-Riffle Transition 31+57 Riffle Typical 25+22 Riffle Typical 18+18
Riffle Typical 31+52 Pool Typical 24+76 Pool Typical 17+67
Pool Typical 31+06 Pool-Riffle Transition 24+71 Pool-Riffle Transition 17+62
Pool-Riffle Transition 31+01 Riffle Typical 24+66 Riffle Typical 17+57
Riffle Typical 30+96 Pool Typical 23+98 Pool Typical 17+01
Pool Typical 30+46 Pool-Riffle Transition 23+93 Pool-Riffle Transition 16+96
Pool-Riffle Transition 30+41 Riffle Typical 23+88 Riffle Typical 16+91
Riffle Typical 30+36 Pool Typical 23+50 Pool Typical 15+96
Pool Typical 29+93 Pool-Riffle Transition 23+45 Pool-Riffle Transition 15+91
Pool-Riffle Transition 29+88 Riffle Typical 23+40 Riffle Typical 15+86
Riffle Typical 29+83 Pool Typical 22+99 Pool Typical 15+28
Pool Typical 29+04 Pool-Riffle Transition 22+94 Pool-Riffle Transition 15+23
Pool-Riffle Transition 28+99 Riffle Typical 22+89 Riffle Typical 15+18
Riffle Typical 28+94 Pool Typical 21+94 Pool Typical 14+65
Pool Typical 28+47 Pool-Riffle Transition 21+89 Pool-Riffle Transition 14+60
Pool-Riffle Transition 28+42 Riffle Typical 21+84 Riffle Typical 14+55
Riffle Typical 28+37 Pool Typical 21+21 Pool Typical 13+70
Pool Typical 27+94 Pool-Riffle Transition 21+16 Pool-Riffle Transition 13+65
Pool-Riffle Transition 27+89 Riffle Typical 21+11 Riffle Typical 13+60
Riffle Typical 27+84 Pool Typical 20+40 Pool Typical 13+09
Pool Typical 27+34 Pool-Riffle Transition 20+35 Pool-Riffle Transition 13+04
Pool-Riffle Transition 27+29 Riffle Typical 20+30 Riffle Typical 12+99
Riffle Typical 27+24 Pool Typical 19+83 Pool Typical 12+56
Pool Typical 26+81 Pool-Riffle Transition 19+78 Pool-Riffle Transition 12+51
Pool-Riffle Transition 26+76 Riffle Typical 19+73 Riffle Typical 12+46
Riffle Typical 26+71 Pool Typical 19+25 Pool Typical 11+46
Pool Typical 26+19 Pool-Riffle Transition 19+20 Pool-Riffle Transition 11+41
Pool-Riffle Transition 26+14 Riffle Typical 19+15 Riffle Typical 11+36
Riffle Typical 26+09 Riffle Typical 18+56
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-3 UPPER STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LS‐1 Log Vane 31+62 LS‐16 Log Vane 21+94
LS‐2 Log Vane 31+06 LS‐17 Log Vane 21+21
LS‐3 Log Vane 30+46 LS‐18 Log Vane 20+40
LS‐4 Log Vane 29+93 LS‐19 Log Vane 19+83
LS‐5 Log Vane 29+04 LS‐20 Log Vane 19+25
LS‐6 Log Vane 28+47 LS‐22 Log Vane 18+28
LS‐7 Log Vane 27+94 LS‐23 Log Vane 17+67
LS‐8 Log Vane 27+34 LS‐24 Log Vane 17+01
LS‐9 Log Vane 26+81 LS‐25 Log Vane 15+96
LS‐10 Log Vane 26+19 LS‐26 Log Vane 15+28
LS‐11 Log Vane 25+32 LS‐27 Log Vane 14+65
LS‐12 Log Vane 24+76 LS‐28 Log Vane 13+70
LS‐13 Log Vane 23+98 LS‐29 Log Vane 13+09
LS‐14 Log Vane 23+50 LS‐30 Log Vane 12+56
LS‐15 Log Vane 22+99 LS‐31 Log Vane 11+46
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-4 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 12+33
Pool Typical 12+20
Pool-Riffle Transition 12+15
Riffle Typical 12+10
Pool Typical 11+77
Pool-Riffle Transition 11+72
Riffle Typical 11+67
Pool Typical 11+32
Pool-Riffle Transition 11+27
Riffle Typical 11+22
Pool Typical 10+91
Pool-Riffle Transition 10+86
Riffle Typical 10+81
Pool Typical 10+63
Pool-Riffle Transition 10+58
Riffle Typical 10+53
Pool Typical 10+35
Pool-Riffle Transition 10+30
Riffle Typical 10+25
Confluence with UT‐3 10+00
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-4 STRUCTURE LOCATIONS
LABEL DETAIL STATION
CS‐1 Cross Vane 12+20
CS‐2 Cross Vane 11+77
CS‐3 Cross Vane 11+32
CS‐4 Cross Vane 10+91
CS‐5 Cross Vane 10+63
CS‐6 Cross Vane 10+35MATCHLINE - SEE DWG C-4.0
ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET4X VERTICAL EXAGGERATION
2150
2160
2170
2180
2190
2150
2160
2170
2180
2190
21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET4X VERTICAL EXAGGERATION
2130
2140
2150
2160
2170
2130
2140
2150
2160
2170
10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60
HORIZ. SCALE:VERT. SCALE:1" = 40'STREAM PROFILE1-1" = 10'MATCHLINESEE BELOWMATCHLINESEE ABOVESta:31+66Elev:2172.07GRADE BREAKSta:10+50Elev:2141.77GRADE BREAKPROP ROAD WIDTH (14')
1.45%
2.27%
2.27%
1.59%Sta:16+91Elev:2150.91GRADE BREAKSta:21+11Elev:2159.12GRADE BREAKPROPOSED STREAM THALWEG
EXISTING GRADE
PROPOSED STREAM THALWEG
EXISTING GRADE
INSTALL PERMANENTCROSSING WITHCULVERT BURIED 12"
STA 18+56ELEV: 2153.9CONFLUENCE OF UT-3 UPPER AND UT-4
PROPOSED BANKFULL DEPTH
PROPOSED BANKFULL DEPTH
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:00am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT3_UT4.dwg 12 C-4.2JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA12UT-3 UPPER PROFILE ANDSECTIONSC-4.2RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLESLOPE
CHANNEL
BOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)CHANNEL BANKSLOPES
MIN.
FLOODPLAIN
WIDTH (FT)
UT-3 UPPER - A 10+50 16+91 1.58%5.5 1.8 3:1 24.5
UT-3 UPPER - B 16+91 18+56 2.27%4.5 1.8 3:1 23.5
UT-3 UPPER - C 18+56 21+11 2.27%2.5 1.8 3:1 21.0
UT-3 UPPER - D 21+11 31+66 1.45%4.0 1.8 3:1 23.0
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOLSLOPE
CHANNEL
BOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)
INSIDE OF BENDCHANNEL BANKSLOPES
OUTSIDE OF BENDCHANNEL BANKSLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-3 UPPER A-B 10+50 18+56 0.14%6.5 2.2 6:1 3:1 40.0
UT-3 UPPER C-D 18+56 31+66 0.14% 4.0 2.2 5:1 3:1 37.0
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
HORIZ. SCALE:VERT. SCALE:1" = 20'STREAM PROFILEA-1" = 5'ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET4X VERTICAL EXAGGERATION
2140
2150
2160
2170
2140
2150
2160
2170
9+9010+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60Sta:12+33Elev:2160.76GRADE BREAKSta:10+00Elev:2153.92GRADE BREAKPROPOSED STREAM THALWEG
EXISTING GRADE
2.73%
PROPOSED BANKFULL DEPTH
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:00am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT3_UT4.dwg 13 C-4.3JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA13UT-4 UPPER PROFILE ANDSECTIONSC-4.3RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLESLOPE
CHANNEL
BOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)CHANNEL BANKSLOPES
MIN.
FLOODPLAIN
WIDTH (FT)
UT-4 ALL 10+00 12+33 2.73%1.5 1.4 2:1 14.0
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOL
SLOPE
CHANNELBOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)
INSIDE OF BEND
CHANNEL BANK
SLOPES
OUTSIDE OF BEND
CHANNEL BANK
SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-4 ALL 10+00 12+33 0.21% 1.5 2.3 2:1 2:1 22.5
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
211021102110211021102
1
1
0
21102
1
1
0211021102110 21102120212021202
1
2
02120212
0
21202120213021302130213
0
21
3
0
21302130213021302130 21302130
214021402140 21402
1
4
02140 21402140214021502150215021502150DAIRY BARN
BALL FIELD
APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-5.1)
STREAM CHANNEL CENTERLINE
FILL EXISTING CHANNEL
EX LIVESTOCKWATERER TO REMAIN(LOCATIONAPPROXIMATE)
REMOVE EX CMP CULVERT
REMOVE EX DROP INLET ANDINSTALL CONCRETE HEADWALL ONDOWNSTREAM END OF EX CMP.
STA 10+48END UT-5 ENHANCEMENT IIBEGIN UT-5 RESTORATION
STA 21+58END UT-5 RESTORATION
PROPOSED CONSERVATION EASEMENT BOUNDARY
STA 13+42 TO 13+72BREAK IN EASEMENT DUE TO EXISTING OVERHEAD UTILITY (LOCATION APPROXIMATE)
STA 10+84TIE IN TO EXISTING IN-STREAM BEDROCK
CE CE CE CE CE CE CE CE
CECECECE
CE
CECECECECECE
CECEC
E
C
E
C
E
C
E
C
E
C
E
CECECECE
CE
CE
CE
CECECE
CE
CE
CE
CECECECEC
E
C
E
C
E
C
E
C
E
C
E
C
E
CECECECE
CE
CECECECE CE
CE
CECECE CE CE
CE
STA 10+00BEGIN UT-5 ENHANCMENT II
10+
0
0
11+00 12+0013+00
14
+
0
0 15+0016+00
1
7
+
0
0
18+001
9
+
0
0
20+0021+00
EX VEGETATION AND TREELINE(LOCATION APPROXIMATE)
0
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:00am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT5.dwg 12 C-5.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA14UT-5 LAYOUT ANDSTRUCTURES PLANC-5.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH(APPROXIMATE)
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
CS‐1 Cross Vane 21+11 CS‐15 Cross Vane 16+20
CS‐2 Cross Vane 20+79 CS‐16 Cross Vane 15+67
CS‐3 Cross Vane 20+47 CS‐17 Cross Vane 15+12
CS‐4 Cross Vane 20+12 CS‐18 Cross Vane 14+83
CS‐5 Cross Vane 19+76 CS‐19 Cross Vane 14+45
CS‐6 Cross Vane 19+43 CS‐20 Cross Vane 14+17
CS‐7 Cross Vane 19+06 CS‐21 Cross Vane 13+80
CS‐8 Cross Vane 18+76 CS‐22 Cross Vane 13+49
CS‐9 Cross Vane 18+50 CS‐23 Cross Vane 13+13
CS‐10 Cross Vane 18+21 CS‐24 Cross Vane 12+72
CS‐11 Cross Vane 17+89 CS‐25 Cross Vane 12+23
CS‐12 Cross Vane 17+58 CS‐26 Cross Vane 11+75
CS‐13 Cross Vane 17+07 CS‐27 Cross Vane 11+35
CS‐14 Cross Vane 16+77
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 21+59 Pool Typical 18+21 Pool-Riffle Transition 14+40
Pool Typical 21+11 Pool-Riffle Transition 18+16 Riffle Typical 14+35
Pool-Riffle Transition 21+06 Riffle Typical 18+11 Pool Typical 14+17
Riffle Typical 21+01 Pool Typical 17+89 Pool-Riffle Transition 14+12
Pool Typical 20+79 Pool-Riffle Transition 17+84 Riffle Typical 14+07
Pool-Riffle Transition 20+74 Riffle Typical 17+79 Pool Typical 13+80
Riffle Typical 20+69 Pool Typical 17+58 Pool-Riffle Transition 13+75
Pool Typical 20+47 Pool-Riffle Transition 17+53 Riffle Typical 13+70
Pool-Riffle Transition 20+42 Riffle Typical 17+48 Pool Typical 13+49
Riffle Typical 20+37 Pool Typical 17+07 Pool-Riffle Transition 13+44
Pool Typical 20+12 Pool-Riffle Transition 17+02 Riffle Typical 13+39
Pool-Riffle Transition 20+07 Riffle Typical 16+97 Pool Typical 13+13
Riffle Typical 20+02 Pool Typical 16+77 Pool-Riffle Transition 13+08
Pool Typical 19+76 Pool-Riffle Transition 16+72 Riffle Typical 13+03
Pool-Riffle Transition 19+71 Riffle Typical 16+67 Pool Typical 12+72
Riffle Typical 19+66 Pool Typical 16+20 Pool-Riffle Transition 12+67
Pool Typical 19+43 Pool-Riffle Transition 16+15 Riffle Typical 12+62
Pool-Riffle Transition 19+38 Riffle Typical 16+10 Pool Typical 12+23
Riffle Typical 19+33 Pool Typical 15+67 Pool-Riffle Transition 12+18
Pool Typical 19+06 Pool-Riffle Transition 15+62 Riffle Typical 12+13
Pool-Riffle Transition 19+01 Riffle Typical 15+57 Pool Typical 11+75
Riffle Typical 18+96 Pool Typical 15+12 Pool-Riffle Transition 11+70
Pool Typical 18+76 Pool-Riffle Transition 15+07 Riffle Typical 11+65
Pool-Riffle Transition 18+71 Riffle Typical 15+02 Pool Typical 11+35
Riffle Typical 18+66 Pool Typical 14+83 Pool-Riffle Transition 11+30
Pool Typical 18+50 Pool-Riffle Transition 14+78 Riffle Typical 11+25
Pool-Riffle Transition 18+45 Riffle Typical 14+73
Riffle Typical 18+40 Pool Typical 14+45
ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2105
2110
2115
2120
2125
2130
2105
2110
2115
2120
2125
2130
9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60
ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2120
2125
2130
2135
2140
2120
2125
2130
2135
2140
15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90
HORIZ. SCALE:VERT. SCALE:1" = 30'STREAM PROFILEA-1" = 5'
PROPOSED STREAM THALWEG
EXISTING GRADE
MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEPROPOSED STREAM THALWEG
EXISTING GRADE
EX DROP INLET (TO BE REMOVED)
EX CMP (TO REMAIN)DOWNSTREAM IE = 2134.3Sta:18+21Elev:2129.61GRADE BREAKSta:21+58Elev:2134.30
1.34%
2.85%
2.29%
TOP OF EXISTING BEDROCKSTA 10+84ELEV: 2112.27 Sta:13+80Elev:2118.51GRADE BREAKPROPOSED BANKFULL DEPTH
PROPOSED BANKFULL DEPTH
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:00am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT5.dwg 13 C-5.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA15UT-5 PROFILE AND SECTIONSC-5.1RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLE
SLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)CHANNEL
BANK SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-5 LOWER 10+84 13+80 2.29%2.5 0.9 3:1 12.0
UT-5 MIDDLE 13+80 18+21 2.85% 2.0 0.9 3:1 11.5
UT-5 UPPER 18+21 21+58 1.34% 3.5 0.9 3:1 13.0
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOLSLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)INSIDE OF BENDCHANNEL BANK SLOPES OUTSIDE OF BENDCHANNEL BANK SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-5 10+84 21+58 0.13% 4.0 1.2 5:1 3:1 21.5
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
TEST FIELD
S FIELD
BIG BOTTOM
2120
212021202120212021202120
21202120212021202120212021202120
21202120
212021202120
2120
PROPOSED CONSERVATION EASEMENT BOUNDARY
FILL EXISTING CHANNEL
CECECECECECECECECECECECECECECECECECECECECE CE CE CE CE CE
CECECECECECECECECECECECECECE
CECECE CE CE CE CE CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECESTA 10+08BEGIN UT-6 ENHANCEMENT II
APPROXIMATE BANKFULL WIDTH THROUGH RIFFLES (WDITH VARIES, SEE DWG C-6.2)
PROPERTY BOUNDARY (NOT SURVEYED)
STREAM CHANNEL CENTERLINE
INSTALL PERMANENT CROSSING WITH CULVERT BURIED 12"
MARSH TREATMENT AREA
INSTALL PERMANENT CROSSING WITH CULVERT BURIED 12"
STA 11+63 TO 12+16BREAK IN PROPOSED CONSERVATION EASEMENT DUETO CROSSING AND EXISTING SEWER MAIN EASEMENT.SEE PROFILE DWG C-6.2 FOR SEWER CROSSING
STA 11+63END UT-6 ENHANCEMENT II
STA 12+16BEGIN UT-6 RESTORATION
10+0011+00
12+00
13+00 14+0015+00
16+00
17+0018+00
19+0
0
20+0
0
21+00
APPROXIMATE BANKFULL WIDTH THROUGH
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:00am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT6.dwg 14 C-6.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA16UT-6 LAYOUT ANDSTRUCTURES PLAN 1C-6.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 26+48 Riffle Typical 22+67 Riffle Typical 18+78 Riffle Typical 15+16
Pool Typical 26+31 Pool Typical 22+47 Pool Typical 18+62 Pool Typical 14+96
Riffle Typical 26+21 Riffle Typical 22+37 Riffle Typical 18+52 Riffle Typical 14+86
Pool Typical 26+05 Pool Typical 22+23 Pool Typical 18+37 Pool Typical 14+70
Riffle Typical 25+95 Riffle Typical 22+13 Riffle Typical 18+27 Riffle Typical 14+60
Pool Typical 25+64 Pool Typical 21+93 Pool Typical 18+12 Pool Typical 14+46
Riffle Typical 25+54 Riffle Typical 21+83 Riffle Typical 18+02 Riffle Typical 14+36
Pool Typical 25+44 Pool Typical 21+49 Pool Typical 17+86 Pool Typical 14+18
Riffle Typical 25+34 Riffle Typical 21+39 Riffle Typical 17+76 Riffle Typical 14+08
Pool Typical 25+14 Pool Typical 21+18 Pool Typical 17+44 Pool Typical 13+78
Riffle Typical 25+04 Riffle Typical 21+08 Riffle Typical 17+34 Riffle Typical 13+68
Pool Typical 24+78 Pool Typical 20+90 Pool Typical 16+98 Pool Typical 13+55
Riffle Typical 24+68 Riffle Typical 20+80 Riffle Typical 16+88 Riffle Typical 13+45
Pool Typical 24+49 Pool Typical 20+66 Pool Typical 16+67 Pool Typical 13+29
Riffle Typical 24+39 Riffle Typical 20+56 Riffle Typical 16+52 Riffle Typical 13+19
Pool Typical 24+21 Pool Typical 20+27 Pool Typical 16+37 Pool Typical 12+95
Riffle Typical 24+11 Riffle Typical 20+17 Riffle Typical 16+27 Riffle Typical 12+85
Pool Typical 23+77 Pool Typical 19+98 Pool Typical 16+14 Pool Typical 12+68
Riffle Typical 23+67 Riffle Typical 19+88 Riffle Typical 16+04 Riffle Typical 12+58
Pool Typical 23+41 Pool Typical 19+64 Pool Typical 15+88 Pool Typical 12+25
Riffle Typical 23+31 Riffle Typical 19+54 Riffle Typical 15+78 Riffle Typical 12+15
Pool Typical 23+07 Pool Typical 19+21 Pool Typical 15+66
Riffle Typical 22+97 Riffle Typical 19+11 Riffle Typical 15+56
Pool Typical 22+77 Pool Typical 18+88 Pool Typical 15+26
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 26+31 LV‐24 Log Vane 18+88
LV‐2 Log Vane 26+05 LV‐25 Log Vane 18+62
LV‐3 Log Vane 25+64 LV‐26 Log Vane 18+37
LV‐4 Log Vane 25+44 LV‐27 Log Vane 18+12
LV‐5 Log Vane 25+14 LV‐28 Log Vane 17+86
LV‐6 Log Vane 24+78 LV‐29 Log Vane 17+44
LV‐7 Log Vane 24+49 LV‐30 Log Vane 16+98
LV‐8 Log Vane 24+21 LV‐31 Log Vane 16+67
LV‐9 Log Vane 23+77 LV‐32 Log Vane 16+37
LV‐10 Log Vane 23+41 LV‐33 Log Vane 16+14
LV‐11 Log Vane 23+07 LV‐34 Log Vane 15+88
LV‐12 Log Vane 22+77 LV‐35 Log Vane 15+66
LV‐13 Log Vane 22+47 LV‐36 Log Vane 15+26
LV‐14 Log Vane 22+23 LV‐37 Log Vane 14+96
LV‐15 Log Vane 21+93 LV‐38 Log Vane 14+70
LV‐16 Log Vane 21+49 LV‐39 Log Vane 14+46
LV‐17 Log Vane 21+18 LV‐40 Log Vane 14+18
LV‐18 Log Vane 20+90 LV‐41 Log Vane 13+78
LV‐19 Log Vane 20+66 LV‐42 Log Vane 13+55
LV‐20 Log Vane 20+27 LV‐43 Log Vane 13+29
LV‐21 Log Vane 19+98 LV‐44 Log Vane 12+95
LV‐22 Log Vane 19+64 LV‐45 Log Vane 12+68
LV‐23 Log Vane 19+21 LV‐46 Log Vane 12+25 MATCHLINE - SEE DWG C-6.1
TEST FIELD
S FIELD
2130 212021202120212021202120212021202120212021202120212021202120212021202120
212021202120212021202120212021202120212021202120212021202120
CE CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE CE CE CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CECECESTA 31+43END UT-6 ENHANCEMENT II
EXISTING WETLAND DELINEATION BOUNDARY
PROPOSED CONSERVATION EASEMENT BOUNDARY
STA 26+48END UT-6 RESTORATIONBEGIN UT-6 ENHANCEMENT II
21+00
22+0
0
23+00 24+0025+0026+00
27+00
28
+
0
0
2
9
+
0
0
30
+
0
0
31+00 31+43
STREAM CHANNEL CENTERLINE
APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-6.2)
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:01am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT6.dwg 15 C-6.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA17UT-6 LAYOUT ANDSTRUCTURES PLAN 2C-6.1NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 26+48 Riffle Typical 22+67 Riffle Typical 18+78 Riffle Typical 15+16
Pool Typical 26+31 Pool Typical 22+47 Pool Typical 18+62 Pool Typical 14+96
Riffle Typical 26+21 Riffle Typical 22+37 Riffle Typical 18+52 Riffle Typical 14+86
Pool Typical 26+05 Pool Typical 22+23 Pool Typical 18+37 Pool Typical 14+70
Riffle Typical 25+95 Riffle Typical 22+13 Riffle Typical 18+27 Riffle Typical 14+60
Pool Typical 25+64 Pool Typical 21+93 Pool Typical 18+12 Pool Typical 14+46
Riffle Typical 25+54 Riffle Typical 21+83 Riffle Typical 18+02 Riffle Typical 14+36
Pool Typical 25+44 Pool Typical 21+49 Pool Typical 17+86 Pool Typical 14+18
Riffle Typical 25+34 Riffle Typical 21+39 Riffle Typical 17+76 Riffle Typical 14+08
Pool Typical 25+14 Pool Typical 21+18 Pool Typical 17+44 Pool Typical 13+78
Riffle Typical 25+04 Riffle Typical 21+08 Riffle Typical 17+34 Riffle Typical 13+68
Pool Typical 24+78 Pool Typical 20+90 Pool Typical 16+98 Pool Typical 13+55
Riffle Typical 24+68 Riffle Typical 20+80 Riffle Typical 16+88 Riffle Typical 13+45
Pool Typical 24+49 Pool Typical 20+66 Pool Typical 16+67 Pool Typical 13+29
Riffle Typical 24+39 Riffle Typical 20+56 Riffle Typical 16+52 Riffle Typical 13+19
Pool Typical 24+21 Pool Typical 20+27 Pool Typical 16+37 Pool Typical 12+95
Riffle Typical 24+11 Riffle Typical 20+17 Riffle Typical 16+27 Riffle Typical 12+85
Pool Typical 23+77 Pool Typical 19+98 Pool Typical 16+14 Pool Typical 12+68
Riffle Typical 23+67 Riffle Typical 19+88 Riffle Typical 16+04 Riffle Typical 12+58
Pool Typical 23+41 Pool Typical 19+64 Pool Typical 15+88 Pool Typical 12+25
Riffle Typical 23+31 Riffle Typical 19+54 Riffle Typical 15+78 Riffle Typical 12+15
Pool Typical 23+07 Pool Typical 19+21 Pool Typical 15+66
Riffle Typical 22+97 Riffle Typical 19+11 Riffle Typical 15+56
Pool Typical 22+77 Pool Typical 18+88 Pool Typical 15+26
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 26+31 LV‐24 Log Vane 18+88
LV‐2 Log Vane 26+05 LV‐25 Log Vane 18+62
LV‐3 Log Vane 25+64 LV‐26 Log Vane 18+37
LV‐4 Log Vane 25+44 LV‐27 Log Vane 18+12
LV‐5 Log Vane 25+14 LV‐28 Log Vane 17+86
LV‐6 Log Vane 24+78 LV‐29 Log Vane 17+44
LV‐7 Log Vane 24+49 LV‐30 Log Vane 16+98
LV‐8 Log Vane 24+21 LV‐31 Log Vane 16+67
LV‐9 Log Vane 23+77 LV‐32 Log Vane 16+37
LV‐10 Log Vane 23+41 LV‐33 Log Vane 16+14
LV‐11 Log Vane 23+07 LV‐34 Log Vane 15+88
LV‐12 Log Vane 22+77 LV‐35 Log Vane 15+66
LV‐13 Log Vane 22+47 LV‐36 Log Vane 15+26
LV‐14 Log Vane 22+23 LV‐37 Log Vane 14+96
LV‐15 Log Vane 21+93 LV‐38 Log Vane 14+70
LV‐16 Log Vane 21+49 LV‐39 Log Vane 14+46
LV‐17 Log Vane 21+18 LV‐40 Log Vane 14+18
LV‐18 Log Vane 20+90 LV‐41 Log Vane 13+78
LV‐19 Log Vane 20+66 LV‐42 Log Vane 13+55
LV‐20 Log Vane 20+27 LV‐43 Log Vane 13+29
LV‐21 Log Vane 19+98 LV‐44 Log Vane 12+95
LV‐22 Log Vane 19+64 LV‐45 Log Vane 12+68
LV‐23 Log Vane 19+21 LV‐46 Log Vane 12+25
MATCHLINE - SEE DWG C-6.1
HORIZ. SCALE:VERT. SCALE:1" = 30'STREAM PROFILE1-1" = 5'ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2110
2115
2120
2125
2130
2110
2115
2120
2125
2130
18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2105
2110
2115
2120
2125
2105
2110
2115
2120
2125
10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60
Sta:26+48Elev:2118.00GRADE BREAKEXISTING 42" DUCTILE IRON SEWER PIPETOP OF PIPE: 2106.75 (HORIZONTAL ANDVERTICAL LOCATION APPROXIMATE)Sta:11+37Elev:2110.31GRADE BREAKSta:19+98Elev:2116.49GRADE BREAKEXISTING GRADE
PROPOSED STREAM THALWEG
INSTALL PERMANENT CROSSING AND CULVERTWIDTH OF PROP ROAD (14')MATCHLINESEE BELOW1.00%
0.27%
EXISTING CMP CULVERT (LOCATIONAPPROXIMATE) TO BE REPLACED
INSTALL PERMANENT CROSSING AND CULVERTWIDTH OF PROP RD (14')PROPOSED BANKFULL DEPTH
EXISTING GRADE
PROPOSED STREAM THALWEG
PROPOSED BANKFULL DEPTH
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:01am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT6.dwg 16 C-6.2JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GIESCHEN18UT-6 PROFILE AND SECTIONSC-6.2RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLESLOPE
CHANNEL
BOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)CHANNEL BANKSLOPES
MIN.
FLOODPLAIN
WIDTH (FT)
UT-6 - STEEP 11+37 19+98 1.00%2.0 0.85 3:1 7.75
UT-6 - SHALLOW 19+98 26+48 0.27%5.5 0.85 3:1 12.0
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOLSLOPE
CHANNEL
BOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)
INSIDE OF BENDCHANNEL BANKSLOPES
OUTSIDE OF BENDCHANNEL BANKSLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-6 - ALL 11+37 26+48 0.15% 5.0 0.9 6:1 3:1 18.5
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
212021202120212021202120
2120212021202120212021202120212021182122212021182122212021202118212221202120212021202120212021202120212021182122212021202120BIG BOTTOMBIG BOTTOM RDFORBAT'S FIELD
CECECECECECECECECECECECECECECECECECECECECECECE
CE CECECECECECECECECECE
CE
CE
CECECECECECECECECECECECECECECECECECECE1
1+
0
0
12+0013
+
0
0
14
+
0
0
10+00 11+00
12+00
13+00
14
+
0
0
15
+
0
0
STA 10+00BEGIN UT-7 RESTORATION
PROPOSED CHANNEL CROSSES EXISTING SEWER LINESEE PROFILE DWG C-7.4
EXISTING CROSSING ANDCULVERT TO BE REMOVED
PROPOSED CONSERVATION EASEMENT BOUNDARY
APPROXIMATE BANKFULL WIDTHTHROUGH RIFFLES (WIDTH VARIES,SEE DWG C-7.4)
STREAM CHANNEL CENTERLINE
APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-7.5)
INSTALL PERMANENT CROSSING WITH CULVERT BURIED 12"
STA 10+43INSTALL DROP STRUCTURE(TERRACELL OR OTHER)
STA 10+18BEGIN UT-8 RESTORATION
PROPOSED CHANNEL CROSSES EXISTING SEWER LINESEE PROFILE DWG C-7.5 JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN19UT-7 & UT-8 LAYOUT ANDSTRUCTURES PLAN 1C-7.00
SCALE IN FEET
30 60NORTH ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:36am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT7_UT8.dwg 17 C-7.0MATCHLINE - SEE DWG C-7.3NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-7 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 29+85 Pool‐Riffle Transition 24+47 Pool Typical 20+26 Riffle Typical 15+36
Pool Typical 29+57 Riffle Typical 24+42 Pool‐Riffle Transition 20+21 Pool Typical 15+09
Pool‐Riffle Transition 29+52 Pool Typical 24+18 Riffle Typical 20+16 Pool‐Riffle Transition 15+04
Riffle Typical 29+47 Pool‐Riffle Transition 24+13 Pool Typical 19+75 Riffle Typical 14+99
Pool Typical 29+03 Riffle Typical 24+08 Pool‐Riffle Transition 19+70 Pool Typical 14+52
Pool‐Riffle Transition 28+98 Pool Typical 23+85 Riffle Typical 19+65 Pool‐Riffle Transition 14+47
Riffle Typical 28+93 Pool‐Riffle Transition 23+80 Pool Typical 19+36 Riffle Typical 14+42
Pool Typical 28+48 Riffle Typical 23+75 Pool‐Riffle Transition 19+31 Pool Typical 13+96
Pool‐Riffle Transition 28+43 Pool Typical 23+50 Riffle Typical 19+26 Pool‐Riffle Transition 13+91
Riffle Typical 28+38 Pool‐Riffle Transition 23+45 Pool Typical 18+84 Riffle Typical 13+86
Pool Typical 27+96 Riffle Typical 23+40 Pool‐Riffle Transition 18+79 Pool Typical 13+61
Pool‐Riffle Transition 27+91 Pool Typical 23+13 Riffle Typical 18+74 Pool‐Riffle Transition 13+56
Riffle Typical 27+86 Pool‐Riffle Transition 23+08 Pool Typical 18+46 Riffle Typical 13+51
Pool Typical 27+40 Riffle Typical 23+03 Pool‐Riffle Transition 18+41 Pool Typical 13+13
Pool‐Riffle Transition 27+35 Pool Typical 22+72 Riffle Typical 18+36 Pool‐Riffle Transition 13+08
Riffle Typical 27+30 Pool‐Riffle Transition 22+67 Pool Typical 17+93 Riffle Typical 13+03
Pool Typical 26+85 Riffle Typical 22+62 Pool‐Riffle Transition 17+88 Pool Typical 12+82
Pool‐Riffle Transition 26+80 Pool Typical 22+37 Riffle Typical 17+83 Pool‐Riffle Transition 12+77
Riffle Typical 26+75 Pool‐Riffle Transition 22+32 Pool Typical 17+36 Riffle Typical 12+72
Pool Typical 26+50 Riffle Typical 22+27 Pool‐Riffle Transition 17+31 Pool Typical 12+32
Pool‐Riffle Transition 26+45 Pool Typical 22+06 Riffle Typical 17+26 Pool‐Riffle Transition 12+27
Riffle Typical 26+40 Pool‐Riffle Transition 22+01 Pool Typical 16+87 Riffle Typical 12+22
Pool Typical 25+92 Riffle Typical 21+96 Pool‐Riffle Transition 16+82 Pool Typical 11+84
Pool‐Riffle Transition 25+87 Pool Typical 21+57 Riffle Typical 16+77 Pool‐Riffle Transition 11+79
Riffle Typical 25+82 Pool‐Riffle Transition 21+52 Pool Typical 16+35 Riffle Typical 11+74
Pool Typical 25+57 Riffle Typical 21+47 Pool‐Riffle Transition 16+30 Pool Typical 11+28
Pool‐Riffle Transition 25+52 Pool Typical 21+01 Riffle Typical 16+25 Pool‐Riffle Transition 11+23
Riffle Typical 25+47 Pool‐Riffle Transition 20+96 Pool Typical 15+76 Riffle Typical 11+18
Pool Typical 25+16 Riffle Typical 20+91 Pool‐Riffle Transition 15+71 Pool Typical 10+63
Pool‐Riffle Transition 25+11 Pool Typical 20+65 Riffle Typical 15+66 Pool‐Riffle Transition 10+58
Riffle Typical 25+06 Pool‐Riffle Transition 20+60 Pool Typical 15+46 Riffle Typical 10+53
Pool Typical 24+52 Riffle Typical 20+55 Pool‐Riffle Transition 15+41
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-7 STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 29+57 LV‐22 Log Vane 20+26
LV‐2 Log Vane 29+03 LV‐23 Log Vane 19+75
LV‐3 Log Vane 28+48 LV‐24 Log Vane 19+36
LV‐4 Log Vane 27+96 LV‐25 Log Vane 18+84
LV‐5 Log Vane 27+40 LV‐26 Log Vane 18+46
LV‐6 Log Vane 26+85 LV‐27 Log Vane 17+93
LV‐7 Log Vane 26+50 LV‐28 Log Vane 17+36
LV‐8 Log Vane 25+92 LV‐29 Log Vane 16+87
LV‐9 Log Vane 25+57 LV‐30 Log Vane 16+35
LV‐10 Log Vane 25+16 LV‐31 Log Vane 15+76
LV‐11 Log Vane 24+52 LV‐32 Log Vane 15+46
LV‐12 Log Vane 24+18 LV‐33 Log Vane 15+09
LV‐13 Log Vane 23+85 LV‐34 Log Vane 14+52
LV‐14 Log Vane 23+50 LV‐35 Log Vane 13+96
LV‐15 Log Vane 23+13 LV‐36 Log Vane 13+61
LV‐16 Log Vane 22+72 LV‐37 Log Vane 13+13
LV‐17 Log Vane 22+37 LV‐38 Log Vane 12+82
LV‐18 Log Vane 22+06 LV‐39 Log Vane 12+32
LV‐19 Log Vane 21+57 LV‐40 Log Vane 11+84
LV‐20 Log Vane 21+01 LV‐41 Log Vane 11+28
LV‐21 Log Vane 20+65 LV‐42 Log Vane 10+63
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-8 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 20+76 Pool‐Riffle Transition 18+20 Pool Typical 15+63 Riffle Typical 13+17
Pool Typical 20+41 Riffle Typical 18+15 Pool‐Riffle Transition 15+58 Pool Typical 12+98
Pool‐Riffle Transition 20+36 Pool Typical 17+96 Riffle Typical 15+53 Pool‐Riffle Transition 12+93
Riffle Typical 20+31 Pool‐Riffle Transition 17+91 Pool Typical 15+33 Riffle Typical 12+88
Pool Typical 20+05 Riffle Typical 17+86 Pool‐Riffle Transition 15+28 Pool Typical 12+70
Pool‐Riffle Transition 20+00 Pool Typical 17+52 Riffle Typical 15+23 Pool‐Riffle Transition 12+65
Riffle Typical 19+95 Pool‐Riffle Transition 17+47 Pool Typical 14+99 Riffle Typical 12+60
Pool Typical 19+82 Riffle Typical 17+42 Pool‐Riffle Transition 14+94 Pool Typical 12+41
Pool‐Riffle Transition 19+77 Pool Typical 17+22 Riffle Typical 14+89 Pool‐Riffle Transition 12+36
Riffle Typical 19+72 Pool‐Riffle Transition 17+17 Pool Typical 14+51 Riffle Typical 12+31
Pool Typical 19+36 Riffle Typical 17+12 Pool‐Riffle Transition 14+46 Pool Typical 12+19
Pool‐Riffle Transition 19+31 Pool Typical 16+80 Riffle Typical 14+41 Pool‐Riffle Transition 12+14
Riffle Typical 19+26 Pool‐Riffle Transition 16+75 Pool Typical 14+26 Riffle Typical 12+09
Pool Typical 19+11 Riffle Typical 16+70 Pool‐Riffle Transition 14+21 Pool Typical 11+90
Pool‐Riffle Transition 19+06 Pool Typical 16+44 Riffle Typical 14+16 Pool‐Riffle Transition 11+85
Riffle Typical 19+01 Pool‐Riffle Transition 16+39 Pool Typical 13+96 Riffle Typical 11+80
Pool Typical 18+83 Riffle Typical 16+34 Pool‐Riffle Transition 13+91 Pool Typical 11+43
Pool‐Riffle Transition 18+78 Pool Typical 16+19 Riffle Typical 13+86 Pool‐Riffle Transition 11+38
Riffle Typical 18+73 Pool‐Riffle Transition 16+14 Pool Typical 13+58 Riffle Typical 11+33
Pool Typical 18+58 Riffle Typical 16+09 Pool‐Riffle Transition 13+53 Pool Typical 10+97
Pool‐Riffle Transition 18+53 Pool Typical 15+91 Riffle Typical 13+48 Pool‐Riffle Transition 10+92
Riffle Typical 18+48 Pool‐Riffle Transition 15+86 Pool Typical 13+27 Riffle Typical 10+87
Pool Typical 18+25 Riffle Typical 15+81 Pool‐Riffle Transition 13+22
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-8 STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 20+41 LV‐17 Log Vane 15+33
LV‐2 Log Vane 20+05 LV‐18 Log Vane 14+99
LV‐3 Log Vane 19+82 LV‐19 Log Vane 14+51
LV‐4 Log Vane 19+36 LV‐20 Log Vane 14+26
LV‐5 Log Vane 19+11 LV‐21 Log Vane 13+96
LV‐6 Log Vane 18+83 LV‐22 Log Vane 13+58
LV‐7 Log Vane 18+58 LV‐23 Log Vane 13+27
LV‐8 Log Vane 18+25 LV‐24 Log Vane 12+98
LV‐9 Log Vane 17+96 LV‐25 Log Vane 12+70
LV‐10 Log Vane 17+52 CS‐1 Cross Vane 12+41
LV‐11 Log Vane 17+22 LV‐27 Log Vane 12+19
LV‐12 Log Vane 16+80 LV‐28 Log Vane 11+90
LV‐13 Log Vane 16+44 LV‐29 Log Vane 11+43
LV‐14 Log Vane 16+19 LV‐30 Log Vane 10+97
LV‐15 Log Vane 15+91 DS‐1 Drop Structure 10+43
LV‐16 Log Vane 15+63
MATCHLINE - SEE DWG C-7.1
2130213021302130213021302130212021202120BIG BOTTOM CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE14
+
0
0
15+0016
+
0
0
17+0018+00
1
9
+
0
0
20+00
21+00
22
+
0
0
23+00INSTALL PERMANENT CROSSING WITHCULVERT BURIED 12"
PROPOSED CONSERVATION EASEMENT BOUNDARY
APPROXIMATE BANKFULL WIDTH THROUGH RIFFLES(WDITH VARIES, SEE DWG C-7.4)
STREAM CHANNEL CENTERLINE
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:37am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT7_UT8.dwg 18 C-7.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN19UT-7 LAYOUT ANDSTRUCTURES PLAN 2C-7.1MATCHLINE - SEE DWG C-7.0
NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-7 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 29+85 Pool‐Riffle Transition 24+47 Pool Typical 20+26 Riffle Typical 15+36
Pool Typical 29+57 Riffle Typical 24+42 Pool‐Riffle Transition 20+21 Pool Typical 15+09
Pool‐Riffle Transition 29+52 Pool Typical 24+18 Riffle Typical 20+16 Pool‐Riffle Transition 15+04
Riffle Typical 29+47 Pool‐Riffle Transition 24+13 Pool Typical 19+75 Riffle Typical 14+99
Pool Typical 29+03 Riffle Typical 24+08 Pool‐Riffle Transition 19+70 Pool Typical 14+52
Pool‐Riffle Transition 28+98 Pool Typical 23+85 Riffle Typical 19+65 Pool‐Riffle Transition 14+47
Riffle Typical 28+93 Pool‐Riffle Transition 23+80 Pool Typical 19+36 Riffle Typical 14+42
Pool Typical 28+48 Riffle Typical 23+75 Pool‐Riffle Transition 19+31 Pool Typical 13+96
Pool‐Riffle Transition 28+43 Pool Typical 23+50 Riffle Typical 19+26 Pool‐Riffle Transition 13+91
Riffle Typical 28+38 Pool‐Riffle Transition 23+45 Pool Typical 18+84 Riffle Typical 13+86
Pool Typical 27+96 Riffle Typical 23+40 Pool‐Riffle Transition 18+79 Pool Typical 13+61
Pool‐Riffle Transition 27+91 Pool Typical 23+13 Riffle Typical 18+74 Pool‐Riffle Transition 13+56
Riffle Typical 27+86 Pool‐Riffle Transition 23+08 Pool Typical 18+46 Riffle Typical 13+51
Pool Typical 27+40 Riffle Typical 23+03 Pool‐Riffle Transition 18+41 Pool Typical 13+13
Pool‐Riffle Transition 27+35 Pool Typical 22+72 Riffle Typical 18+36 Pool‐Riffle Transition 13+08
Riffle Typical 27+30 Pool‐Riffle Transition 22+67 Pool Typical 17+93 Riffle Typical 13+03
Pool Typical 26+85 Riffle Typical 22+62 Pool‐Riffle Transition 17+88 Pool Typical 12+82
Pool‐Riffle Transition 26+80 Pool Typical 22+37 Riffle Typical 17+83 Pool‐Riffle Transition 12+77
Riffle Typical 26+75 Pool‐Riffle Transition 22+32 Pool Typical 17+36 Riffle Typical 12+72
Pool Typical 26+50 Riffle Typical 22+27 Pool‐Riffle Transition 17+31 Pool Typical 12+32
Pool‐Riffle Transition 26+45 Pool Typical 22+06 Riffle Typical 17+26 Pool‐Riffle Transition 12+27
Riffle Typical 26+40 Pool‐Riffle Transition 22+01 Pool Typical 16+87 Riffle Typical 12+22
Pool Typical 25+92 Riffle Typical 21+96 Pool‐Riffle Transition 16+82 Pool Typical 11+84
Pool‐Riffle Transition 25+87 Pool Typical 21+57 Riffle Typical 16+77 Pool‐Riffle Transition 11+79
Riffle Typical 25+82 Pool‐Riffle Transition 21+52 Pool Typical 16+35 Riffle Typical 11+74
Pool Typical 25+57 Riffle Typical 21+47 Pool‐Riffle Transition 16+30 Pool Typical 11+28
Pool‐Riffle Transition 25+52 Pool Typical 21+01 Riffle Typical 16+25 Pool‐Riffle Transition 11+23
Riffle Typical 25+47 Pool‐Riffle Transition 20+96 Pool Typical 15+76 Riffle Typical 11+18
Pool Typical 25+16 Riffle Typical 20+91 Pool‐Riffle Transition 15+71 Pool Typical 10+63
Pool‐Riffle Transition 25+11 Pool Typical 20+65 Riffle Typical 15+66 Pool‐Riffle Transition 10+58
Riffle Typical 25+06 Pool‐Riffle Transition 20+60 Pool Typical 15+46 Riffle Typical 10+53
Pool Typical 24+52 Riffle Typical 20+55 Pool‐Riffle Transition 15+41
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-7 STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 29+57 LV‐22 Log Vane 20+26
LV‐2 Log Vane 29+03 LV‐23 Log Vane 19+75
LV‐3 Log Vane 28+48 LV‐24 Log Vane 19+36
LV‐4 Log Vane 27+96 LV‐25 Log Vane 18+84
LV‐5 Log Vane 27+40 LV‐26 Log Vane 18+46
LV‐6 Log Vane 26+85 LV‐27 Log Vane 17+93
LV‐7 Log Vane 26+50 LV‐28 Log Vane 17+36
LV‐8 Log Vane 25+92 LV‐29 Log Vane 16+87
LV‐9 Log Vane 25+57 LV‐30 Log Vane 16+35
LV‐10 Log Vane 25+16 LV‐31 Log Vane 15+76
LV‐11 Log Vane 24+52 LV‐32 Log Vane 15+46
LV‐12 Log Vane 24+18 LV‐33 Log Vane 15+09
LV‐13 Log Vane 23+85 LV‐34 Log Vane 14+52
LV‐14 Log Vane 23+50 LV‐35 Log Vane 13+96
LV‐15 Log Vane 23+13 LV‐36 Log Vane 13+61
LV‐16 Log Vane 22+72 LV‐37 Log Vane 13+13
LV‐17 Log Vane 22+37 LV‐38 Log Vane 12+82
LV‐18 Log Vane 22+06 LV‐39 Log Vane 12+32
LV‐19 Log Vane 21+57 LV‐40 Log Vane 11+84
LV‐20 Log Vane 21+01 LV‐41 Log Vane 11+28
LV‐21 Log Vane 20+65 LV‐42 Log Vane 10+63 MATCHLINE - SEE DWG C-7.2
21302130212821302130213021302130214021402140214021402140214021402140
2140214021402150215021502150215021502150215021502150
2150215021602160216021602160216021602190
21802180218021802180218021822180
220022002190219021902190CHARLIE'S
RED BARN
WARREN WILSON RDCECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE29+8523+0024+00
25
+
0
0
26+00
27+00
28+00
29+0
0
STA 29+85END UT-7 RESTORATION
PROPOSED CONSERVATION EASEMENT BOUNDARY
APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-7.4)
STREAM CHANNEL CENTERLINE
PROPERTY BOUNDARY (NOT SURVEYED)
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:37am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT7_UT8.dwg 19 C-7.2JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN19UT-7 LAYOUT ANDSTRUCTURES PLAN 3C-7.1MATCHLINE - SEE DWG C-7.1NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-7 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 29+85 Pool‐Riffle Transition 24+47 Pool Typical 20+26 Riffle Typical 15+36
Pool Typical 29+57 Riffle Typical 24+42 Pool‐Riffle Transition 20+21 Pool Typical 15+09
Pool‐Riffle Transition 29+52 Pool Typical 24+18 Riffle Typical 20+16 Pool‐Riffle Transition 15+04
Riffle Typical 29+47 Pool‐Riffle Transition 24+13 Pool Typical 19+75 Riffle Typical 14+99
Pool Typical 29+03 Riffle Typical 24+08 Pool‐Riffle Transition 19+70 Pool Typical 14+52
Pool‐Riffle Transition 28+98 Pool Typical 23+85 Riffle Typical 19+65 Pool‐Riffle Transition 14+47
Riffle Typical 28+93 Pool‐Riffle Transition 23+80 Pool Typical 19+36 Riffle Typical 14+42
Pool Typical 28+48 Riffle Typical 23+75 Pool‐Riffle Transition 19+31 Pool Typical 13+96
Pool‐Riffle Transition 28+43 Pool Typical 23+50 Riffle Typical 19+26 Pool‐Riffle Transition 13+91
Riffle Typical 28+38 Pool‐Riffle Transition 23+45 Pool Typical 18+84 Riffle Typical 13+86
Pool Typical 27+96 Riffle Typical 23+40 Pool‐Riffle Transition 18+79 Pool Typical 13+61
Pool‐Riffle Transition 27+91 Pool Typical 23+13 Riffle Typical 18+74 Pool‐Riffle Transition 13+56
Riffle Typical 27+86 Pool‐Riffle Transition 23+08 Pool Typical 18+46 Riffle Typical 13+51
Pool Typical 27+40 Riffle Typical 23+03 Pool‐Riffle Transition 18+41 Pool Typical 13+13
Pool‐Riffle Transition 27+35 Pool Typical 22+72 Riffle Typical 18+36 Pool‐Riffle Transition 13+08
Riffle Typical 27+30 Pool‐Riffle Transition 22+67 Pool Typical 17+93 Riffle Typical 13+03
Pool Typical 26+85 Riffle Typical 22+62 Pool‐Riffle Transition 17+88 Pool Typical 12+82
Pool‐Riffle Transition 26+80 Pool Typical 22+37 Riffle Typical 17+83 Pool‐Riffle Transition 12+77
Riffle Typical 26+75 Pool‐Riffle Transition 22+32 Pool Typical 17+36 Riffle Typical 12+72
Pool Typical 26+50 Riffle Typical 22+27 Pool‐Riffle Transition 17+31 Pool Typical 12+32
Pool‐Riffle Transition 26+45 Pool Typical 22+06 Riffle Typical 17+26 Pool‐Riffle Transition 12+27
Riffle Typical 26+40 Pool‐Riffle Transition 22+01 Pool Typical 16+87 Riffle Typical 12+22
Pool Typical 25+92 Riffle Typical 21+96 Pool‐Riffle Transition 16+82 Pool Typical 11+84
Pool‐Riffle Transition 25+87 Pool Typical 21+57 Riffle Typical 16+77 Pool‐Riffle Transition 11+79
Riffle Typical 25+82 Pool‐Riffle Transition 21+52 Pool Typical 16+35 Riffle Typical 11+74
Pool Typical 25+57 Riffle Typical 21+47 Pool‐Riffle Transition 16+30 Pool Typical 11+28
Pool‐Riffle Transition 25+52 Pool Typical 21+01 Riffle Typical 16+25 Pool‐Riffle Transition 11+23
Riffle Typical 25+47 Pool‐Riffle Transition 20+96 Pool Typical 15+76 Riffle Typical 11+18
Pool Typical 25+16 Riffle Typical 20+91 Pool‐Riffle Transition 15+71 Pool Typical 10+63
Pool‐Riffle Transition 25+11 Pool Typical 20+65 Riffle Typical 15+66 Pool‐Riffle Transition 10+58
Riffle Typical 25+06 Pool‐Riffle Transition 20+60 Pool Typical 15+46 Riffle Typical 10+53
Pool Typical 24+52 Riffle Typical 20+55 Pool‐Riffle Transition 15+41
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-7 STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 29+57 LV‐22 Log Vane 20+26
LV‐2 Log Vane 29+03 LV‐23 Log Vane 19+75
LV‐3 Log Vane 28+48 LV‐24 Log Vane 19+36
LV‐4 Log Vane 27+96 LV‐25 Log Vane 18+84
LV‐5 Log Vane 27+40 LV‐26 Log Vane 18+46
LV‐6 Log Vane 26+85 LV‐27 Log Vane 17+93
LV‐7 Log Vane 26+50 LV‐28 Log Vane 17+36
LV‐8 Log Vane 25+92 LV‐29 Log Vane 16+87
LV‐9 Log Vane 25+57 LV‐30 Log Vane 16+35
LV‐10 Log Vane 25+16 LV‐31 Log Vane 15+76
LV‐11 Log Vane 24+52 LV‐32 Log Vane 15+46
LV‐12 Log Vane 24+18 LV‐33 Log Vane 15+09
LV‐13 Log Vane 23+85 LV‐34 Log Vane 14+52
LV‐14 Log Vane 23+50 LV‐35 Log Vane 13+96
LV‐15 Log Vane 23+13 LV‐36 Log Vane 13+61
LV‐16 Log Vane 22+72 LV‐37 Log Vane 13+13
LV‐17 Log Vane 22+37 LV‐38 Log Vane 12+82
LV‐18 Log Vane 22+06 LV‐39 Log Vane 12+32
LV‐19 Log Vane 21+57 LV‐40 Log Vane 11+84
LV‐20 Log Vane 21+01 LV‐41 Log Vane 11+28
LV‐21 Log Vane 20+65 LV‐42 Log Vane 10+63
21402130213021302130213021302130213021302130213021302140
21402140 2140CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE15
+
0
0 16+0017+00
18+0019+0020+0020+76 APPROXIMATE BANKFULL WIDTH THROUGHRIFFLES (WIDTH VARIES, SEE DWG C-7.5)
EXISTING CROSSING AND CULVERT TO BE REMOVED
PROPOSED CONSERVATION EASEMENT BOUNDARY
PROPERTY BOUNDARY (NOT SURVEYED)
FILL EXISTING CHANNEL
STA 20+65END UT-8 RESTORATION
0
SCALE IN FEET
30 60NORTH ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:37am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT7_UT8.dwg 20 C-7.3JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN22UT-8 LAYOUT ANDSTRUCTURES PLAN 2C-7.3NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
EXISTING WETLAND DELINEATIONBOUNDARY
EXISTING CHANNEL CENTERLINE
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL
PROPOSED CONSERVATIONEASEMENT BOUNDARY
2130
10+00
CE
NOTE: SEE DWG C-8.0 FOR TYPICAL RIFFLE AND POOL DETAILS.
UT-8 RIFFLE AND POOL BEGINNING STATIONS
Riffle Typical 20+76 Pool‐Riffle Transition 18+20 Pool Typical 15+63 Riffle Typical 13+17
Pool Typical 20+41 Riffle Typical 18+15 Pool‐Riffle Transition 15+58 Pool Typical 12+98
Pool‐Riffle Transition 20+36 Pool Typical 17+96 Riffle Typical 15+53 Pool‐Riffle Transition 12+93
Riffle Typical 20+31 Pool‐Riffle Transition 17+91 Pool Typical 15+33 Riffle Typical 12+88
Pool Typical 20+05 Riffle Typical 17+86 Pool‐Riffle Transition 15+28 Pool Typical 12+70
Pool‐Riffle Transition 20+00 Pool Typical 17+52 Riffle Typical 15+23 Pool‐Riffle Transition 12+65
Riffle Typical 19+95 Pool‐Riffle Transition 17+47 Pool Typical 14+99 Riffle Typical 12+60
Pool Typical 19+82 Riffle Typical 17+42 Pool‐Riffle Transition 14+94 Pool Typical 12+41
Pool‐Riffle Transition 19+77 Pool Typical 17+22 Riffle Typical 14+89 Pool‐Riffle Transition 12+36
Riffle Typical 19+72 Pool‐Riffle Transition 17+17 Pool Typical 14+51 Riffle Typical 12+31
Pool Typical 19+36 Riffle Typical 17+12 Pool‐Riffle Transition 14+46 Pool Typical 12+19
Pool‐Riffle Transition 19+31 Pool Typical 16+80 Riffle Typical 14+41 Pool‐Riffle Transition 12+14
Riffle Typical 19+26 Pool‐Riffle Transition 16+75 Pool Typical 14+26 Riffle Typical 12+09
Pool Typical 19+11 Riffle Typical 16+70 Pool‐Riffle Transition 14+21 Pool Typical 11+90
Pool‐Riffle Transition 19+06 Pool Typical 16+44 Riffle Typical 14+16 Pool‐Riffle Transition 11+85
Riffle Typical 19+01 Pool‐Riffle Transition 16+39 Pool Typical 13+96 Riffle Typical 11+80
Pool Typical 18+83 Riffle Typical 16+34 Pool‐Riffle Transition 13+91 Pool Typical 11+43
Pool‐Riffle Transition 18+78 Pool Typical 16+19 Riffle Typical 13+86 Pool‐Riffle Transition 11+38
Riffle Typical 18+73 Pool‐Riffle Transition 16+14 Pool Typical 13+58 Riffle Typical 11+33
Pool Typical 18+58 Riffle Typical 16+09 Pool‐Riffle Transition 13+53 Pool Typical 10+97
Pool‐Riffle Transition 18+53 Pool Typical 15+91 Riffle Typical 13+48 Pool‐Riffle Transition 10+92
Riffle Typical 18+48 Pool‐Riffle Transition 15+86 Pool Typical 13+27 Riffle Typical 10+87
Pool Typical 18+25 Riffle Typical 15+81 Pool‐Riffle Transition 13+22
NOTE: SEE DWG C-9.0 & C-9.1 FOR STRUCTURE DETAILS.
UT-8 STRUCTURE LOCATIONS
LABEL DETAIL STATION LABEL DETAIL STATION
LV‐1 Log Vane 20+41 LV‐17 Log Vane 15+33
LV‐2 Log Vane 20+05 LV‐18 Log Vane 14+99
LV‐3 Log Vane 19+82 LV‐19 Log Vane 14+51
LV‐4 Log Vane 19+36 LV‐20 Log Vane 14+26
LV‐5 Log Vane 19+11 LV‐21 Log Vane 13+96
LV‐6 Log Vane 18+83 LV‐22 Log Vane 13+58
LV‐7 Log Vane 18+58 LV‐23 Log Vane 13+27
LV‐8 Log Vane 18+25 LV‐24 Log Vane 12+98
LV‐9 Log Vane 17+96 LV‐25 Log Vane 12+70
LV‐10 Log Vane 17+52 CS‐1 Cross Vane 12+41
LV‐11 Log Vane 17+22 LV‐27 Log Vane 12+19
LV‐12 Log Vane 16+80 LV‐28 Log Vane 11+90
LV‐13 Log Vane 16+44 LV‐29 Log Vane 11+43
LV‐14 Log Vane 16+19 LV‐30 Log Vane 10+97
LV‐15 Log Vane 15+91 DS‐1 Drop Structure 10+43
LV‐16 Log Vane 15+63
MATCHLINE - SEE DWG C-7.0
ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2130
2135
2140
2145
2130
2135
2140
2145
26+70 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 29+70 30+00
HORIZ. SCALE:VERT. SCALE:1" = 30'STREAM PROFILE1-1" = 5'ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2115
2120
2125
2130
2135
2115
2120
2125
2130
2135
18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40 26+70ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2110
2115
2120
2125
2130
2110
2115
2120
2125
2130
9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30MATCHLINESEE BELOWSta:10+00Elev:2119.59GRADE BREAKSta:18+74Elev:2120.31GRADE BREAKSta:23+03Elev:2124.92GRADE BREAKWIDTH OF PROP RD: 14'
WIDTH OF PROP RD: 14'
0.1%
1.25%
2.6%
2.6%
PROPOSED STREAM THALWEG
EXISTING GRADE
PROPOSED STREAM THALWEG
EXISTING GRADE
CONFLUENCE WITH UT-8
INSTALL PERMANENT CROSSING WITH CULVERT BURIED 12"
EXISTING 42" DUCTILE IRON SEWER PIPETOP OF PIPE: 2113.71 (HORIZONTAL ANDVERTICAL LOCATION APPROXIMATE)
PROPOSED STREAM THALWEG
EXISTING GRADE STA 29+85EXISTING CULVERT (TO REMAIN)INV OUT: 2139.5
INSTALL PERMANENT CROSSINGWITH CULVERT BURIED 12"MATCHLINESEE BELOWMATCHLINESEE ABOVEPROPOSED BANKFULL DEPTH
PROPOSED BANKFULL DEPTHMATCHLINESEE ABOVEONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:37am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT7_UT8.dwg 21 C-7.4JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN23UT-7 PROFILE AND SECTIONSC-7.4RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLESLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)CHANNEL BANK
SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-7 - LOWER 10+00 18+74 0.10% 12.0 1.20 3:1 19.50
UT-7 - MIDDLE 18+74 23+03 1.25%4.0 0.95 3:1 13.0
UT-7 - UPPER 23+03 29+85 2.60%2.0 0.95 3:1 12.0
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOL
SLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)
INSIDE OF BEND
CHANNEL BANK
SLOPES
OUTSIDE OF BEND
CHANNEL BANK
SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-7 - LOWER 10+00 18+74 0.01% 15.0 1.65 10:1 3:1 26.5
UT-7 - MIDDLE 18+74 23+03 0.50%2.0 1.1 6:1 3:1 12.5
UT-7 - UPPER 23+03 29+85 0.50%2.0 1.1 6:1 3:1 12.5
NOTE: SEE DWG C-8.0 FOR TYPICAL POOL AND RIFFLE DETAILS.
ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2110
2115
2120
2125
2130
2110
2115
2120
2125
2130
10+0010+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30
ELEVATION IN FEET (NAVD88)HORIZONTAL DISTANCE IN FEET6X VERTICAL EXAGGERATION
2120
2125
2130
2135
2120
2125
2130
2135
18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+7020+90
HORIZ. SCALE:VERT. SCALE:1" = 30'STREAM PROFILE1-1" = 5'
0.91%Sta:20+76Elev:2124.98GRADE BREAK0.65%Sta:15+91Elev:2122.41GRADE BREAK0.55%Sta:10+43Elev:2118.21GRADE BREAK0.91%Sta:12+26Elev:2119.59GRADE BREAKPROPOSED STREAM THALWEG
PROPOSED BANKFULL DEPTH
EXISTING 42" DUCTILE IRON SEWER PIPETOP OF PIPE: 2113.83 (HORIZONTAL ANDVERTICAL LOCATION APPROXIMATE)
CONFLUENCE WITH UT-7
INSTALL DROP STRUCTURESta:10+15Elev:2117.20GRADE BREAKEXISTING GRADE
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 8:37am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Design-UT7_UT8.dwg 21 C-7.5JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN24UT-8 PROFILE AND SECTIONSC-7.5RIFFLE CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
RIFFLESLOPE
CHANNEL BOTTOM
WIDTH (FT)
CHANNEL
DEPTH (FT)CHANNEL BANK
SLOPES
MIN.
FLOODPLAIN
WIDTH (FT)
UT-8 - LOWER 10+00 12+26 0.91%8.0 1.00 3:1 16.00
UT-8 - MIDDLE 12+26 15+91 0.91%4.0 0.75 3:1 11.5
UT-8 - UPPER 15+91 20+76 0.65%4.5 0.80 3:1 12.5
POOL CROSS SECTION PARAMETERS
REACH ID STA BEG STA END
POOL
SLOPE
CHANNEL
BOTTOM WIDTH
(FT)
CHANNEL
DEPTH (FT)
INSIDE OF BEND
CHANNEL BANK
SLOPES
OUTSIDE OF BEND
CHANNEL BANK
SLOPES
MIN. FLOODPLAIN
WIDTH (FT)
UT-8 - LOWER 10+00 12+26 0.20% 6.0 1.25 10:1 3:1 19.0
UT-8 - MIDDLE 12+26 15+91 0.20% 2.0 1.0 8:1 3:1 14.0
UT-8 - UPPER 15+91 20+76 0.20% 2.0 1.0 8:1 3:1 14.0
NOTE: SEE DWG C-8.0 FOR TYPICAL POOL AND RIFFLE DETAILS.
NOT TO SCALETYPICAL POOL AND RIFFLE SEQUENCE PLAN2-B-POOL SLOPE (%)
RIFFLE SL
O
P
E

(
%
)
END POOL CROSS SECTION ANDTRANSITION TO RIFFLE CROSS SECTION
RIFFLE
CROSSVANE OR LOGVANE (TYP.)SEE PLAN AND PROFILE SHEETS FORSTRUCTURE LOCATIONS ANDELEVATIONS. SEE DWG C-9.1 ANDC-9.2 FOR STRUCTURE DETAILS.START RIFFLE CROSSSECTION. SEE DETAILTHIS SHEET.
INSIDE OF BEND
TIE-IN TO EXISTINGUSING MAX. 2:1 SLOPES
MIN. FLOODPLAIN WIDTH
TIE-IN TO EXISTING USINGMAX. 2:1 SLOPES
10 TO 1
BLEND POOL AND RIFFLECROSS SECTIONS AND DEPTHSBETWEEN POOL BOTTOM AND RIFFLE START
RIFFLE CHANNEL WIDTH
CROSSVANE ORLOGVANE (TYP.)A-POOL RIFFLE
START POOL CROSS SECTION (TYP.)SEE DETAIL THIS SHEET.
POOL TO POOL SPACING
POOL
FLOW
FLOWCHANNEL BOTTOM WIDTH
MIN. FLOODPLAIN WIDTHINSIDE OF BEND MIN. FLOODPLAIN WIDTHOUTSIDE OF BEND
OUTSIDE OF BEND
CHANNEL BANK SLOPEINSIDE OF BEND CHANNEL BANK SLOPEOUTSIDE OF BEND
CHANNEL DEPTH
CHANNEL BOTTOM WIDTH
MIN. FLOODPLAIN WIDTH
CHANNELDEPTH
CHANNELBANK SLOPETIE-IN TO EXISTING USINGMAX. 2:1 SLOPES
10 TO 1
10 TO 1 10 TO 1
POOL
POOL
RIFF
L
E
WIDEN CHANNEL TO MEETPOOL CHANNEL WIDTH AT MAX.
CHANNELBANK SLOPE
NOT TO SCALETYPICAL RIFFLE CROSS SECTIONA-
NOT TO SCALETYPICAL POOL CROSS SECTIONB-
NOTE: PARAMETERS VARY BY REACH. REFER TO RIFFLE AND POOL LOCATION AND PARAMETERS TABLE ON PLAN AND PROFILE SHEETS FOR EACH REACH.
NOTE:PARAMETERS VARY BY REACH. REFER TO RIFFLE AND POOL LOCATIONAND PARAMETERS TABLES ON PLAN AND PROFILE SHEETS FOR EACH REACH.
POOL-RIFFLETRANSITION END POOL CROSS SECTIONAND TRANSITION TO RIFFLECROSS SECTION POOL-RIFFLETRANSITION
TIE-IN TO EXISTING USINGMAX. 2:1 SLOPES
NOT TO SCALETYPICAL POOL AND RIFFLE SEQUENCE PROFILE1- May 08, 2018 3:53pm sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 26 C-8.0PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX May 08, 2018 3:53pm sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 26 C-8.0MAY 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GIESCHEN25TYPICAL DETAILSC-8.0
FLOODPLAIN
EXTEND FABRIC AMINIMUM OF 2FEET BEYOND TOPOF BANK
LOW FLOW ELEVATION BOTTOM WIDTH2' MIN.2' MIN.
FLOW SURFACEAPPROXIMATE LOW
TOP OF BANK
FLOODPLAIN
SECURE EDGE OFFABRIC AND TOEPER NOTE 7.
STAKES AT 3'SPACING
TOP OF BANK
A B
C
D E
F
G H
CHANNEL
A B C D E F G H
NOTES:1.PREPARE SOIL, SOW SEED AND PLACE STRAW WHERE FABRIC ISTO BE INSTALLED PRIOR TO INSTALLING EROSION CONTROLFABRIC.2.EROSION CONTROL FABRIC SHALL CONSIST OF 600GRAM/SQUARE METER WOVEN COIR FABRIC OR APPROVEDEQUIVALENT.3.FASTENERS SHALL BE 12 INCH ECO-STAKE BY NORTH AMERICANGREEN OR APPROVED EQUIVALENT, INSTALLED AT A RATE OF 3.4STAKES PER SQUARE YARD. NOMINAL SPACING IS 20 INCHESPERPENDICULAR TO FLOW AND 24 INCHES PARALLEL TO FLOW.4.FABRIC SHALL BE SECURED TO THE GROUND SUCH THAT FABRICDOES NOT SEPARATE FROM GROUND MORE THAN 1 INCH WITHA REASONABLE TUG. ADDITIONAL FASTENERS WILL BE REQUIREDIF FABRIC FAILS THIS PULL TEST.5.OVERLAP BETWEEN ADJACENT RUNS OF FABRIC SHALL BE AMINIMUM OF 6 INCHES. FABRIC SHALL OVERLAP IN THEDOWNSTREAM DIRECTION PARALLEL TO FLOW ANDDOWN-SLOPE PERPENDICULAR TO FLOW.6.FABRIC SHALL EXTEND A MINIMUM OF 2 FEET BEYOND TOP OFBANK. FABRIC SHALL EXTEND BELOW LOW FLOW SURFACE 1FOOT OR TO CHANNEL BOTTOM, WHICH EVER IS LESS.7.TERMINAL ENDS OF FABRIC SHALL BE BURIED IN A 6 INCH DEEPTRENCH AND SECURED BY 18 INCH HARDWOOD 2"X2" STAKESSPACED 3 FEET APART. TOE OF FABRIC SHALL BE SECURED WITH18 INCH HARDWOOD 2"X2" STAKES SPACED 3 FEET APART.8.INSTALL A ROOFING NAIL TO THE END OF THE 18 INCH STAKESTO HELP SECURE THE MATTING.
RIP RAP APRON
DITCH OR PIPE INLETRIP RAP APRONDEEP POOL
NOT TO SCALEMARSH TREATMENT AREA1-
A
-
NOT TO SCALESECTION VIEWA-
GRADE WETLAND SHELF AT 15:1
WETLAND SIDE SLOPES (8:1 MIN)
EXISTING GRADE
WETLAND SHELF
3131
NOTES:1. CONTRACTOR WILL INSTALL 18-INCH TERRACELL SYNTHETIC GEOGRID PER THE MANUFACTURER'S SPECIFICATIONS.2. AT BOTTOM RIFFLE DOWNSTREAM FROM TERRACELL STRUCTURE THE POOL WILL BE ARMORED WITH EROSION CONTROL FABRIC AND CLASS 1RIP RAP OR OTHER SUITABLE MATERIAL.3. ONCE THE SYNTHETIC GEOGRID HAS BEEN INSTALLED, GEOCELLS WILL BE BACKFILLED WITH GRAVEL AND TOPSOIL AND PLANTED WITH EROSIONCONTROL GRASSES AND WILLOW STAKES (SALIX NIGRA).
Wbkf
Wbot
WATER SURFACE ELEVATION
18" TERRACELL SYNTHETIC GEOGRID
FILTER FABRIC
RIP RAP
NOT TO SCALEPROFILE VIEW--
18" TERRACELL SYNTHETIC GEOGRID
FILTER FABRIC
NOT TO SCALESECTION VIEW--
NOT TO SCALETERRACELL DROP STRUCTURE3-
EXISTING INCISEDBANK
ROCK TOE PROTECTION
BANKFULL ELEVATIONINSTALL WOODEN STAKES ON 3' x 3' GRID.EMBED AT LEAST 18" INTO NEWLYCONSTRUCTED BANK. STAKES SHOULDEXTEND 12" ABOVE GRADE.
PROPOSED CHANNEL BANKAT 3:1 SLOPE (MIN.)
BRUSH MATTRESSSEE NOTES FOR INSTALLATION SPECIFICATIONS.
NOT TO SCALEBRUSH MATTRESS2-
NOT TO SCALECOIR MATTING ON STREAM BANK4-
NOTES:1.REMOVE LOOSE MATERIAL AND GRADE BANK TO A STABLE SLOPE (3:1 MIN). EXCAVATE A TRENCH AT THE TOE OF THE SLOPE.2.INSTALL STAKES INTO THE SLOPE ON A 3' x 3' GRID SO THEY EXTEND APPROXIMATELY 12" ABOVE GRADE. PLACE BRANCHES (12" TO 1" DIAMETER)ON THE SLOPE AT A DENSITY OF APPROXIMATELY 15 TO 20 BRANCHES PER FOOT WITH THE CUT END IN THE TRENCH, BELOW THE LOW FLOWWATER SURFACE ELEVATION. SECURE BRANCHES WITH STRING AND TIE TO STAKES.3.BACKFILL TRENCH AND INSTALL ROCK TOE PROTECTION. May 08, 2018 3:53pm sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 27 C-8.1PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX May 08, 2018 3:53pm sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 27 C-8.1MAY 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN26TYPICAL DETAILS 2C-8.1
FLOW DIRECTION
BANKFULL CHANNEL
FINISH GRADE AS SHOWNON PLANS
FINISHED GRADE ASSHOWN ON PLANS
SCALE:
SECTIONB
-N.T.S.
SCALE:
CROSS VANE - BEND1
-N.T.S.
SCALE:
SECTIONA
-N.T.S.
FLOW DIRECTION
LOW FLOWCHANNEL
EXCAVATED POOL + ADDITIONAL DROP (DEPTH VARIES)SEE POOL GEOMETRY TABLES
(6) 20' LOG POLES,CUT TO FIT
B-CHANNELBOTTOM WIDTH
48° TYP.
63° TYP.
2.0' TYP.
A
-
RIFFLE
515
1
BANKFULLWIDTH
FILTERFABRICFILTER FABRICBEHIND LOG
FILTER FABRICBEHIND LOG
FILTER FABRICBEHIND LOG
NOTES:1.HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 12"DIAMETER AND SHALL BE A HARDWOOD SPECIES. THE FOOTERLOG MAY BE SUBSTITUTED WITH PINE.2.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH THELOG GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OFTHE FOOTER TO THE FINISHED GRADE ELEVATION AND SHALL BEPLACED THE ENTIRE LENGTH OF THE STRUCTURE.
FLOW DIRECTION
BANKFULL CHANNELFINISHED GRADE ASSHOWN ON PLANS
SCALE:
SECTIONB
-N.T.S.
SCALE:
CROSS VANE - STRAIGHT2
-N.T.S.
SCALE:
SECTIONA
-N.T.S.
F
L
OW

D
I
R
E
C
T
I
O
N
LOW FLOWCHANNEL
EXCAVATED POOL + ADDITIONAL DROP (DEPTH VARIES)SEE POOL GEOMETRY TABLES
(6) 20' LOG POLES,CUT TO FIT
B-63° TYP.2.0' TYP.
A-
RIFFLE
FILTERFABRIC
5
1
BANKFULLWIDTH
15
FILTER FABRICBEHIND LOG
FILTER FABRICBEHIND LOG
FILTER FABRICBEHIND LOG
NOTES:1.HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 12"DIAMETER AND SHALL BE A HARDWOOD SPECIES. THE FOOTERLOG MAY BE SUBSTITUTED WITH PINE.2.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH THELOG GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OFTHE FOOTER TO THE FINISHED GRADE ELEVATION AND SHALL BEPLACED THE ENTIRE LENGTH OF THE STRUCTURE. Jun 19, 2018 9:50am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 27 C-9.0PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:50am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 27 C-9.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GIESCHEN27STRUCTURE DETAILSC-9.0
FLOW DIRECTION
BANKFULL CHANNEL
FINISH GRADE ASSHOWN ON PLANS
FINISHED GRADE ASSHOWN ON PLANS
SCALE:
SECTIONB
-N.T.S.
SCALE:
LOG VANE1
-N.T.S.
SCALE:
SECTIONA
-N.T.S.
FLOW DIRECTION
LOW FLOWCHANNEL
(2) 20' LOG POLES
B-A -
BANKFULL HEIGHT
7:1 LOG SLOPE TYP., TIE INTOPROPOSED FLOODPLAIN
BANKFULLWIDTH
FILTER FABRICBEHIND LOG
FILTERFABRIC
FILTER FABRICBEHIND LOG
NOTES:1.FILTER FABRIC SHALL BE TOED IN AND DRAPED ONUPSTREAM SIDE OF THE LOG VANE PRIOR TO BACKFILL. Jun 19, 2018 9:50am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 28 C-9.1PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:50am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 28 C-9.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GIESCHEN28STRUCTURE DETAILS 2C-9.1
HOG BOTTOM LOWER FIELD
21202120212021202120 212021
2
0
21202120212021202120
2
1
2
0
21
2
0
2120
2120
212021202120
21202120
2
1
2
0
21
2
0
21
3
0
2130
2
1
3
0
21302130
213021302
1
3
0
21
3
0
21302130
2130
LIMITS OF DISTURBANCE (TYP)
HAUL/ACCESS ROAD (TYP)
APPROXIMATE BANKFULL WIDTH (TYP)
STAGINGAREA(1,080 SF)
STAGINGAREA(8,090 SF)HAUL ROAD/ ACCESSHAUL ROAD/ ACCESSEXISTING WETLANDDELINEATION BOUNDARY (TYP)
10+00
11+00 12+00
13+00
14+00
15+
0
0
16+00 17+0017+20
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 1.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA29UT-1 LOWER ESC PLANESC-1.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
SWIM POND21602160
21
6
0
216
02160
21602
1
6
0
2160
21602160
2160
2160
21602160215821622160 21502150215021502
1
5
0
2
1
5
0
2150
21502
1
5
0
215
0
216021702170
21702170
2170
217021702170
21802180218021822180
2180218021802180
21902190
21882192
2190
219
0
219021902190219022002200
2200
217
0
2170
2170
2170
2
1
7
0
217
0
217
0
2170
217
0
21
8
0
2180
2180
2180
2180
21
8
0
2180219
0
2190
219021
9
0
2190
2190
2200
22
0
0 220022
0
0
22002200
22
1
0
22
1
0
220022002200
2210STAGING AREA(1,572 SF)
CONFIRM CONDITION OFBRIDGE IS ADEQUATEBEFORE USING FOREQUIPMENT ACCESS
HAUL ROAD/
A
C
C
E
S
S
HAUL/ ACCESS ROAD (TYP)
LIMIT OF DISTURBANCE (TYP)
STAGING AREA (1,368 SF)
APPROXIMATE BANKFULL WIDTH (TYP)
10+00 11+00
12+00
13+00 14+00 14+92
0
SCALE IN FEET
30 60NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 2.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA30UT-1 UPPER ESC PLANESC-2.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
STOKES FIELD
21802170
2170
2170
2170
21602160
2160
21
6
0
2160
21
6
0
21602150
21502150
215
0
2150
2150
2
1
5
0
2
1
5
0
214021402140
214
0
2140
2140
214021
4
0
2140
2130
21302130
2130
2130
2130
2130
21302130213
0
21
3
0
2120
2120
2120
2120
2120
21202120
21202118
2122
212021
1
8
2120
2120
21202120
2120
2120
2120
2120
212021202118
2120
2130
2130213
021302130
2130
2130
21302130
21402140
2140
2140
21402138
21422140
2140
211
0
2110
2110
2110
2110
2110
2110
21102110
2110
2110
21102110
2110
2110
2110
21102110
211021
1
0
21
0
8
2
1
1
2
211021
1
2
21
1
0
21
0
0 21002100
2100
21
0
0
2100
2100
2100
210
0
2100
2100
210
0
209
82100
21
0
0
210021
0
0
21
0
2
2
1
0
0
21002100210
0
21
0
0 10+0011+00
12+00
13+00
14+00
15+00 16+00
17+00
18+00
0
SCALE IN FEET
30 60
NO
R
T
H
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 3.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN31UT-3 LOWER ESC PLAN 1ESC-3.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATE
PLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
STOKES FIELD
OLD FARM SCHOOL RD
22202210220022002190219021902190
21902180
218021802180
21802180218021802180
2180
2170
2170217021702170
2170
21702170
2170
2160
216021602160
2160
2160
21602160
2160 21502150
2150
2150
2150
2150215021502150 2140214021402140
2140
2140
21402140
2140
2130
213021302130
2130
2130
213021302130
2
1
2
02120
21202120 21202120
2120
21202120212021202120
212021222120
21202120
21202120
21202118
2122
2120
2130 2130 213021302132 2130
2130
2130
2132213021302130
2140 21402140214
0
2140214
2
2142
214
0213
6
213
821422140
2140 2150
2150
215
0214
8
215
2
21502150
2110
211
0
211
0
21102110 2110
2
1
1
0
2110
2110
2110
19
+
0
0
20+0
0 21+0022+
0
0
23+0024+00 25+0026+00 27+0027
+
2
9
0
SCALE IN FEET
30 60
NO
R
T
H
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 3.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA32UT-3 LOWER ESC PLAN 2ESC-3.1NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATE
PLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
LITTLE BEREA
CLINGMAN'S
215021502150 2150215021502150 215021502150
21
5
0
2152
215021502150
21502150
2150 21502150215021502
1
5
0
2150
216021602160
21602160216021602160216021602160
2160
21602160
2160
216
0
2160216021602160216021602160
216
0
2160
2160
21702170217021702170
217021702170
2170
217021702170
2170
217021702170217021702170
218021802180 218021802180 2180
21
8
0
21902190
219021902190
21902190
220022
0
0 22002200
22002200221022102210221022202180
2180
2180
21802180 2180219
0
219021902190219
0
2200
22002200220021802180STAGINGAREA(8,102 SF)
HAUL ROA
D
/

A
C
C
E
S
S
HAUL ROAD/ ACCESS
HAUL ROAD
/
A
C
C
E
S
S
10
+
0
0
11+00
12+00
13+00
14+0015+0016+00
17+00
18+
0
0
19+00
20+00
10+
0
0
11+00
0
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 4.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAA. BREW/M. GEISCHEN33UT-3 UPPER & UT-4 ESC PLAN 1ESC-4.0MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVENOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATE
PLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
LITTLE BEREA
CLINGMAN'S
2160
21602160 2160
216
0
2160216021602160
21702170
21702170
2170
217
0
2
1
7
02170 2170 2170217021702170217021702170217021702168217021702170217021702170
218
0
21902180 218021802180 21802180218021
8
0
218021802180
21802180
2
1
8
0
21802180
218021802180
21802180218021802180218021802180218021802190218821902188219221902190
2190
22002200
2200220022002
2
0
0 220022002200220022002200
22
0
0
22
0
0
21
9
0
2
1
9
021902190 219021902190 21902190 21902190
2190
2210221
0 221022102
2
1
0
2210221
0
2210
2210222022202220
222022202220
2220
22302230
219
0
2190
2190
219
0
21902190
2200
22002200
2200
2200 221
0
2
2
1
0
STAGINGAREA(6,374 SF)
STAGINGAREA(3,355 SF)
STAGINGAREA(13,480 SF)
HAUL ROAD/ ACC
E
S
S
HAUL ROAD/ ACC
E
S
S
H
A
U
L

R
O
A
D
/

A
C
C
E
S
S
HAUL ROAD/ ACCESS
PROPOSEDCROSSING21+00
22+00
2
3
+
0
0
24+0025+00
26+00
27
+
0
0
28+00 29+00 30+00 31+00
32+0
0
32+2
8
12+0
0
13+001
4+
0
0
1
4+
9
0 JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA34UT-3 UPPER & UT-4 ESC PLAN 2ESC-4.10
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 4.1MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVENOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATE
PLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
DAIRY BARN
BALL FIELD21102110211021102110211021102
1
1
0
21102
1
1
02110211021102110 211021102120212021202
1
2
02120212
02120
21202120213021302130213
0
21
3
0
21302130213021302130 21302130
2140214021402140 21402
1
4
02140 214021402140215021502150215021502
1
5
0
21502150215021502160
216021602160INSTALL SAFETY FENCING AROUNDEXISTING LIVESTOCK WATERER
STAGING AREA(5,014 SF)LIMITS OF DISTURBANCE (TYP)
HAUL/ACCESS ROAD (TYP)
HAU
L

R
O
A
D
/

A
C
C
E
S
S
STAGING AREA(6,193 SF)
HAU
L

R
O
A
D
/

A
C
C
E
S
S
HAUL
R
O
A
D
/

A
C
C
E
S
S
HAUL
R
O
A
D
/

A
C
C
E
S
S
APPROXIMATE BANKFULL WIDTH (TYP)
10+
0
0
11+00 12+0013+00
14
+
0
0 15+0016+00
1
7
+
0
0
18+001
9
+
0
0
20+0021+00
21+6
5
0
SCALE IN FEET
50 100NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 5.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA35UT-5 ESC PLANESC-5.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
TEST FIELD
S FIELD
BIG BOTTOM21202120
2120
212021202120212021202120
212021202120212021202120
212021202120212021202120212021202120212021202120
212021202120
2120 2120212021202120212021202120
STAGINGAREA(5,333 SF)
STAGINGAREA(5,058 SF)
STAGINGAREA(1,813 SF)
EXISTING CROSSING TOBE IMPROVED
PROPOSEDCROSSING
STAGING AREA(2,098 SF)STAGINGAREA(629 SF)
STAGINGAREA(2,978 SF)HAUL ROAD/ ACCESSHAUL ROAD/ ACCESSHAUL ROAD/ ACCESSHAUL R
OA
D/ ACCESS10+0011+00
12+00
13+00 14+0015+00
16+00
17+0018+00
19+0
0
20+0
0
21+00
22+0
0
23+00 24+0025+0026+00
0
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 6.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA36UT-6 ESC PLAN 1ESC-6.0NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATE
PLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
TEST FIELD
S FIELD
BIG BOTTOM
CHARLIE'S
RED BARN2130213021302130213021282130213021302130213021302130
213021402140214021402140214021402140214021402140
214021402140215021502150215021502150215021502150
2150215021602160216021602160216021602190
219021902200
21802180218021802182218021802180
216021202120212021202120212021202120212021202120212021202120212021202120212021202120STAGINGAREA(5,439 SF)
STAGINGAREA(16,147 SF)
STAGINGAREA(10,550 SF)
EXISTINGFENCE
EXISTINGTREE
H
A
U
L

R
O
A
D
/

A
C
C
E
S
S
HA
U
L

R
O
A
D
/

A
C
C
E
S
S
HAUL
R
O
A
D
/

A
C
C
E
S
S
HAU
L

R
O
A
D
/

A
C
C
E
S
S
18+00
19
+
0
0
20+00
21+00
22
+
0
0
23+0024+00
25
+
0
0
26+00
27+00
28+00
29+0
0
29+8527+00
28
+
0
0
2
9
+
0
0
30
+
0
0
31+00 31+43
0
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 6.1JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA37UT-6 & UT-7 ESC PLAN 2ESC-6.1NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATEPLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
BIG BOTTOMBIG BOTTOM RDFORBAT'S FIELD
2120211821222120211821222120212021182122212021202120212021202120213021302130213021302130213021302130213021402140214021402140
PROPOSEDCROSSING
STAGINGAREA(4,511 SF)
STAGINGAREA(5,821 SF)STAGING AREA(4,782 SF)HAUL ROAD/
ACCESS
HAUL ROAD/ ACCE
S
S
HAUL ROAD/

A
C
C
E
S
S
10
+
0
0
1
1+
0
0
12+0013
+
0
0
14
+
0
0
15+0016
+
0
0
17+0018+00
10+00 11+00
12+00
13+00 14
+
0
0
15
+
0
0 16+0017+00
18+0019+0020+0020+760
SCALE IN FEET
40 80NORTHONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 10:11am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-ESC.dwg ESC 6.2JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA38UT-7 & UT-8 ESC PLAN 3ESC-6.2NOTES:
1. HORIZONTAL DATUM: NORTH CAROLINA STATE
PLANE, NAD 83, U.S. FEET.
2. VERTICAL DATUM: NAVD88
LEGEND:
EXISTING CONTOURS(1' & 5' INTERVALS)
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED STAGING AREA
PROPOSED STREAM CENTERLINE
PROPOSED BANKFULL WIDTH
10+00
2130
2'MAINTENANCE:
INSPECT CHECK DAM AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY.
CLEAN OUT SEDIMENT OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM.
CORRECT ALL DAMAGE IMMEDIATELY. REMOVE ALL SEDIMENT
ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
CHECK DAM,
AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
SECTION.
NOTES:
WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE
REQUIRED.
KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
KEYED RIP RAP
9" MIN.
VARIES
EXISTING SLOPES
EXISTING SLOPE
VARIES
CLASS B
RIP-RAP
FRONT VIEW
SIDE VIEW
MAX. SPACING
TOP ELEVATION OF STORMWATER
#57 WASHEDSTONE
2 MAX.
1 1.5' Max
9" MIN.
18"
ROCK CHECK DAM
NOT TO SCALE
CHANNEL SLOPE AND
SPACING BETWEEN
DAMS (MAX)
2% - 75'
4% - 37.5'
6% - 25'
8% - 19'
10% - 15'
12% - 12.5'
14% - 10'
<14%-10'
GENERAL NOTES:
1. La IS THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 18"
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP RAP AND SOIL FOUNDATION.
5. COMPACT ANY REQUIRED FILL TO DENSITY OF SURROUNDING UNDISTURBED
MATERIAL.
6. RIP RAP MAY BE FIELDSTONE OR ROUGH QUARRY STONE AND SHALL BE HARD,
ANGULAR AND WELL-GRADED.
7. CONSTRUCT APRON AT ZERO GRADE. TOP OF RIP RAP SHALL BE LEVEL WITH THE
RECEIVING CHANNEL OR SLIGHTLY LOWER.
8. ALIGN APRON WITH RECEIVING CHANNEL OR STREAM. ASSURE APRON IS STRAIGHT
THROUGHOUT ITS LENGTH.
9. END WIDTH OF APRON TO BE EQUAL TO WIDTH OF RECEIVING CHANNEL.
FILTER
BLANKET
do= PIPE DIAMETER
d= DEPTH OF RIPRAP
La W SIZE OF
STONE (MIN).
d
La
PLAN
W
A
3do
SECTION AA
NOT TO SCALE
RIP RAP APRON
No.
FLOW
SWALE
SWALE OUTLET TO FLAT AREA
5
3
TEMPORARY STREAM CROSSING - MUD MAT DETAIL
SUPPORT LOG 12"
DIA. MIN.
PROFILE VIEW
FLOW
SUPPORT LOG
MUD MAT
CLASS B RIP RAP
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B RIP RAP TO EDGE OF THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPRORPRIATE RAMP ANGLE ACCORDING TO EQUIPEMENT UTILIZED.
4
NOT TO SCALE
CONSTRUCTION ENTRANCE1
WIDTH TO BE EQUALTOPROPOSED DRIVE WIDTHPUBLIC ROAD45'50' MIN
.12" MIN.
6"
FROM EXISTING ROAD6" HUMP TO DIVERT RUNOFF
4'-0"
ROADEXISTING36'-0" MINIMUM
NOT TO SCALE
RAILROAD BALLAST STONE
12"
WOVEN GEOTEXTILE FABRIC
NOTES:1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITETO OR FROM A PUBLIC STREET. STONE TO BE RAILROAD TYPE BALLAST.2. FILTER FABRIC SHALL BE PLACED UNDER THE ENTRANCE/EXIT AND SHALL BE MIRAFI 500 OR EQUAL.
MAINTENANCE:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTOPUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONSDEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.2. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.3. WHEELS MUST BE CLEAN PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING OF WHEELS IS REQUIRED, IT SHALL BE DONE ONAN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
GRADE
2
WOVEN WIRE FABRICSILT FENCE FABRIC
FILL SLOPE
NOT TO SCALE
1.33 lb/lin ft STEEL POST
FRONT VIEW
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 12-1/2 GA.INTERMEDIATEWIRES
GRADE
LINE WIRESMIN. 10 GA.
8' MAX.
SIDE VIEW2'-0"3'-0"26"32" MIN. WIDTHSILT FENCE
6" MIN. COVEROVER SKIRT *
WIRE STAPLES:- 1 12" LENGTH MIN.- NO. 9 STAPLESILTFENCE FABRIC:- NCDOT CLASS B
4' BREAK
* FOR REPAIR OF SILT FENCEFAILURES, USE No. 57WASHED STONE. AS ANANCHOR WHEN SILT FENCE ISPROTECTING CATCH BASIN.
ANCHOR SKIRT ASDIRECTED BY ENGINEER *
STEEL POSTS:- 5' LONG W/ANCHOR PLT.- ~1 38" WIDE- MIN. WT. 1.25LB/FT- ANCHOR PLATE MIN AREA= 14SQ"
9" HIGH RIP RAP BERM FACEDWITH #57 WASHED STONE.
NOTE:1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOTEXCEED 1/4 ACRE per 100LF AND NEVER IN AREAS OFCONCENTRATED FLOW.2. PROVIDE SILT FENCE BREAKS EVERY 200 FEET OF FENCING ORAT LOW POINTS.
WOVEN WIRE:- TOP & BOTTOM WIRES: 10 GAGE MIN.- INTERMEDIATE WIRES: 12 12 GAGE MIN.- MAXIMUM MESH SPACING: 6 INCHES
MAINTENANCE:1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK ANDAFTER EACH RAINFALL.2. REPLACE COMPONENTS OF THE SILT FENCE IF AREASARE TORN, COLLAPSED, OR OTHERWISE INEFFECTIVE.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TOPROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCEPRESSURE OF THE FENCE FABRIC. AVOID UNDERMININGTHE FENCE DURING CLEANOUT ACTIVITIES.
POOLED WATER LEVEL
COIR LOG12" FILTREX CHECK DAM ORAPPROVED EQUAL
INSTALL SOD STAPLES THROUGH CHECK DAMNETTING TO INSURE CONTINUOUS CONTACT OF COIRLOG TO CHANNEL BOTTOM. RUNOFF SHOULD NOT BEALLOWED TO FLOW UNDER THE CHECK DAM.
2"X2"X3' WOODEN STAKE (TYP.)SPACING 5' O.C. MAX.12" STAKING DEPTH
COIR LOGS SHALL BE PLACED PERPENDICULAR TOTHE CHANNEL SLOPE APPROXIMATELY 40' APART.REFER TO SHEET C19.0 FOR LOCATIONS.
CHECK DAM TO EXTEND PAST TOP OFCHANNEL. RUNOFF SHALL NOT BEALLOWED TO PASS AROUND ENDS OFCHECK DAM.
NOT TO SCALE
COIR LOG CHECK DAM
FRONT VIEW
SECTION VIEW
APPROXIMATELY 40'
CHANN
E
L
BOTTO
M
FLOW
6
Jun 19, 2018 9:50am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 34 C-18.0PRELIMINARY
NOT FOR
CONSTRUCTION
DESCRIPTIONAPP'DDATE BYREVISIONSREVDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:DATE:SCALE:Know what's below. Call before you dig.PROJ. #: C71672-01.01WARREN WILSON COLLEGESTREAM MITIGATION SITESWANNANOA, NCSHEET NO. OF
60% DESIGN SUBMITTAL
Anchor QEA of North Carolina, PLLC231 Haywood StreetAsheville, North Carolina 28801(828) 281-3350XX Jun 19, 2018 9:50am sstavinoha \\asheville1\asheville\Projects\Restoration Systems\Warren Wilson College Stream Mitigation\CADD\Construction Plans\C71672-PL-Details.dwg 34 C-18.0JUNE 2018AS NOTEDT. DRUCYS. STAVINOHAT. GRIGA/S. STAVINOHAS. STAVINOHA39EROSION CONTROL DETAILS 1ESC-7.0