6-Standards Sizes - Supplee Farm.pdf

Bid Package Info - Supplee Structure Measurements

Mudsill

- Log size: 18-24” diameter , sill logs 12', face logs 25'

- Rock size: R-7 (30”) directly behind face log; R-6 (24") to fill in gaps

Log vane

- Log size: 18-24” diameter, 25-30' length

- Rock size for anchoring: 1:1 ratio of R-6 (24") and R-7 (30”) mixed

Log cross vane

- Log size: 18-24” diameter, 25-30' length

- Rock size for anchoring: 1:1 ratio of R-6 (24") and R-7 (30”) mixed

Rock vane

- Rock size: 36-48” wall rock for wings (36" diameter by 2" square rock)

- Rock size: 1:1 ratio of R-4 (12") and R-5 (18") mix for backfill

Random Boulder Clusters

- Rock size: combination of R-5, R-6, and R-7 (18-30")

Brush Mattress

- Brush used on-site/imported logs: 18-24" in diameter, 20' in length

- Use full tree; lay tree into bank with stump facing stream

Toe log

- Log size: 18-24” in diameter, Log length: 25'

Root Wad:

- Trees cut down on-site according to site design; log diameter range 12"-20" with hairy root ball

- Imported root wads must be confirmed by LCCD prior to installation

- Rock size for anchoring - R-5 (18") and rebar

Vernal Pools:

- Diameter 15-30'; depth of grading: 6-12"

- Grade slops 4:1

Bank Grading: Grading 3:1 ratio Geotextile Material: Woven geotextile; high-strength Construction Entrances/Lanes:

- Construction entrance: AASHTO #1 Clean Stone (4" rock), 50' L x 20' W

- Supplement 3A Modified Stone for farm lane; dust with 2A Modified Stone on top

- 250' marsh mats to soil stockpile

*All logs used on site will be hemlock or larch as first choice. Oak or ash would be second choice. LCCD must confirm log choice priori to installation.

*All brush mattress material must be approved by the LCCD prior to installation.

Rock cross vane

- Rock size: 36-48” wall rock for wings (36" diameter by 2" square rock)

- Rock size: 1:1 ratio of R-4 (12") and R-5 (18") mix for backfill

Rock toe

- Rock size: R-5, R-6, and R-7 mix; R-7 (30") out front with 1:1 ratio mix of R-5 (18") and R-6 (24") to fill

Rock-bottom stream crossing

- Rock size used for land: 2A modified stone

- Rock size used for stream: dig a minimum of 12" deep, lay a 1:1 ratio mix of R-4 (12") and R-5 (18");

dust with 2A Modified Stone over top Riffles

- Rock size for rock sills: equal mix of R-5, R-6, and R-7 (18-30") for the riffle composition; 1:1 ratio of R-3 (6") and R-4 (12”) to fill in gaps

Seed Mixes

Ratio: 2/3 rye, 1/3 riparian buffer mix

1. Rye & fescue – standard mix for stabilization of areas

2. Ernst Riparian Buffer mix – can also use other Ernst mixes upon request

SINGLE LOG VANE DEFLECTOR

Plan View

Section View

20 - 30 Degrees

From Streambank

Note: Can place a large rock at the tip for a brace

Butt end buried in trench with large rock

Stream Bottom

Normal

Water Level

3 - 10 % Slope under rock wing Geo fabric buried

4' Rebar Pin

Streambank graded to a 3:1 slope

5'

4' Rebar

FLOW 4' Rebar

DHM, PFBC 2022

Streambankrock omitted for clarity

5'

ROCK CROSS VANE

DHM, PFBC 2022

Plan View

Section View

FLOW

Footer Rock

Extend grade control and footer rocks 5' into streambank

1/3 stream channel width

Stream Bottom

Channel Width

2/3 stream channel width

3-5 '

Upstream rock wing extends to

1/3 stream channel width Upstream rock wing extends to

Downstream rock wing length equals

1/3 stream channel width

C h a n n e l W id th

N o r m a l W e tt e d

Rock Wing

Grade Control Rock

Normal

Water Level

Stream Bottom

Footer Rock

Half of the grade control rock under stream bottom

Footer rock height is half the height of the grade control rock

3/4

1/2

1/2 1/4

Upstream rock wing length equals

Exposed center grade control rocks 1/3 stream channel width than 5' upstream of bank stone Center stone should not be more

Streambank graded to a 3:1 slopeto a 3:1 slope

Normal Wetted Stream Width

2 - 7 % Slope

Streambank

S tr e a m

W id th

Rock Wing

MUD SILL CRIBBING

FLOW

Note: Mud sill cribbing constructed in 8' sections

8' Section

Face Log

Sill Logs

Rock for clarity omitted

2" X 6" Oak planking

Sections can be added or removed

5' 4' Rebar

2' Rebar

Sill logs buried

Section View

Normal

Water Level

Stream Bottom in trench with rock

Sill Log

5'

2-7% Slope

Streambank graded to a 3:1 slopeto a 3:1 slope

DHM, PFBC 2022

nailed to the top of the sill logs

2' Rebar

4' Rebar

Streambank

One Section

ROOT WAD DEFLECTOR

Modified From: HMS, PFBC 2004

Plan View

Section View

FLOW

NOTE: Can be placed as a single deflector, or overlapping as shown.

Root Wad Trunk Buried In

Trench With Large R-5 Rock

Stream Bottom

Normal

Water Level

Root Wad Trunk Buried In

Trench With Large R-5 Rock

Bankfull Bench – Cross Section

ERDC TN-EMRRP-SR-23 9

Figure 10. Schematic of brush mattress with live fascine at toe

Crossing fe et

Approach Roadway

PLAN SECTION

Normal Edge of Water

R-4 Rock Rip-Rap for edge protection if needed

CROSS SECTION

Normal Edge of Water

Regrading of Stream Bank, Avg slope 3:1

Crossing Ramp Consisting of pre-cast concrete slabs.

Drawn By: N. Straw

26 feet

58 feet

*Not Drawn to Scale

Key Bottom of Ramp into Stream Bottom at least 1 foot

Stream Crossing Additional Details:

1. Stream Crossings will be fenced out with electric wire to prevent animals from getting around the stream crossings.

2. Stone will not exceed 12 inches about the natural stream bed.

3. Fill will never exceed the elevation of the stream banks. The stream will not be realigned or dredged to construct this stream crossing.

4. Slope will average 3:1.

Temporary Stream Crossing

Bottom profile

Bottom profile

Normal Water Level

Normal Water Level

Top View

Bridge Cross-section Cross-section View

24"x24"x72" Blocks (2) 24"x24"72" Blocks (2)

16 ft. Marsh Mats (72" wide)

Stone Base (as needed)

24"x24"x72" Blocks

24"x24"x72" Blocks (2 each side)

16 ft. Marsh Mat s=Sections (3)

Eschlelman Run Cross-section

GP-8 Temporary Crossing - Eschleman Run

24" Block

16' Marsh Mat16' Marsh Mat

24" Block (2 wide)

13'13'

24" Block

26'

24"

24"

13'

24"

13'

24"

26'

Bottom profile

Normal Water Level

24"x24"x72" Blocks (2 each side)

Original Drawing by :

U..S, Fish and Wildlife Service Robert K. Vierck 03/06/2024

Notes:

1. Concrete Bin Blocks are interlocking, stackable concrete blocks, also called ecology blocks.

Dimensions are 24'x24"x6'.

2 Marsh mats are built of hardwood timber 8, 10, or 12-inches thick and 8 to 40 feet long, these construction mats for wetlands are made to support heavy machinery.

Notes:

1. Concrete Bin Blocks are interlocking, stackable concrete blocks, also called ecology blocks.

Dimensions are 24'x24"x6'.

2 Marsh mats are built of hardwood timber 8, 10, or 12-inches thick and 8 to 40 feet long, these construction mats for wetlands are made to support heavy machinery.

Vegetative and Bank Stabilization

Top of Bank

Normal Water Level

Water Level

Coir or Jute netting used with hay mulch and seed to stabilize the graded bank

Existing ground

CROSS SECTION – STREAM BANK PROTECTION

Bio -Mat

Semi-Permanent Woven

Brown Bristle Coir Mat

Sri Lanka patent# 11159

Completely Wildlife Safe!

Tbt Highest QuaUty Woven Cofr Mat on the Markel?

Description

The BioD-Mat® 40 blanket is woven from machine twisted bristle coir twines, the best quality coir fiber. This 10 0% biodegradable, strong and durable blanket provide higher erosion resis tance while supporting growth and development of vegetation. These semi -permanent mats have functional field longevity of 4- 6 years. If the vegetation fails to establish, the open weave in the mat allows seeding over the mat. BioD-Mat®40 blankets are manufactured to conform to the following physical properties.

Specifkat�oins Property Test Method IBicD-Mat

Weight ASTM D3776 13. 6 oz/SY (460 g/m2}

Wide width tensile strength Wet ASTM D4595

Machine direction 672 lbs/foot (9.8 kN/m)

Cross direction 648 lbs/foot (958 kN/m)

Wide width tensile strength Dry ASTM D4595

Machine direction 78 0 lbs/foot (11.4 kN/m)

Cross direction 744 lbs/foot (10.9 kN/m)

Elongation at failure Wet ASTM D4595

Machine direction 3 0%

Cross direction 28%

Open area Calculated 65%

Thickness ASTM D 1777 0.35 inch (9 mm)

Recommended shear stress 3 lbs./sq.ft. (145N/sq.m.)

Recommended flow 8 fps (2.4 m/s)

Recommend slope 2:1

Minimum twine count per foot

MDxCD 1 5 X 14

IBioD-Mat® 40 is available in following romi sizes:

3.28ft x 83ft (30SY) = lm x 25m (25 sq. m) 6.5ft x 166ft (120SY) = 2m x Som {100 sq. m) 9.8ft x 166ft (180SY) = 3m x SOm {150 sq. m) 13.1ft x 83ft (120SY) = 4m x 25m (100 sq. m)

155 Andrew Drive, Stockbridge, GA 30281

1 800 760 3215 Tel: 770 506 8211 Fax: 770 506 0391

E-mail: rolanka@rolanka.com Web: www.rolanka.com

SSA's S(a) & SDB and DOT DBE Certified

*When applying coir mats after mudsill completion, use wooden stakes to secure matting. The same procedure should be followed for any other structure that requires erosion control blankets. *

RANDOM BOULDER PLACEMENT

Section View

FLOW

Note: Place boulders in the middle third of the wetted width of the stream to prevent flow deflection into the streambanks

Normal Water Level

Stream Bottom

Note: Boulder should be large enough not to be displaced during high flow periods

DHM, PFBC 2022

Boulder heigth should be within 2" of normal water level

DETAIL #1 - CONSTRUCTED RIFFLE

NOT TO SCALE

Gaps 4"-6" to Provide AOP

Construct Low-Flow Thalweg During Low-Flow Conditions at Specified Riffle Crest Elevation See Engineering Plans

Construct Riffle Crest to Entire Specified Width of Bankfull Channel

Construct Riffle Crest to Entire Specified Bankfull Width of Channel - (A - A'))

Gaps 4"-6" to Provide AOP During Low-Flow Cnditions

Install Multiple Sills of Large Rock to Construct RiffleUpstream Riffle

Crest

Upstream Pool

Upstream Tail of Pool (Glide)

Construct Streambed of Specified Aggregate See Page 2 of Detail

Hydraulically Wash Fine Sediments into Entire Length of Reconstructed Streambed.

Fill all Voids in Placed Streambed Aggregate to Prevent Subsurface Streamflow.

PROFILE VIEW

Downstream Pool

Install Multiple Sills of Large Rock

Construct Low-Flow Thalweg at Specified Riffle Crest Elevation

See Engineering Plans

PLAN VIEW

A

A'

FLOWSECTION VIEW

A A'

FLOW

NOTE: For This Project, Contructed Riffle Length (Upstream to Downstream) is 20'-30' (see ARIT)

Bankfull Low Flow rock sills spm140 Line spm140 Line

Q

A

B

A B

RL RR

30 35

E le vation (ft)

Horizontal Distance (ft)

0 5 10 15 20 25