HomeMy WebLinkAboutDRB13009617M W,
CcMidMNUN17Y DEVELOPMEN7
Design Review Board
'T'I'N FORM
Depaurtrrment of Community IDevelopment
7'5 'South Furontage Road, V,aiil, Colorado, 81657
tell: 97'0.479.2139 fax: 970.479.2452
web: www.vaiilgov.cormi
Project Name: GOLF COURSE HOLE #19 WORK DRB Number: DRB130096
Project Description:
INSTALLATION OF A NEW #19 GOLF HOLE INCLUDING TEES AND GREEN.
Participants:
OWNER VAIL COLORADO MUNICIPAL BLDG 04/09/2013
75 S FRONTAGE RD
VAIL, CO
81657
APPLICANT VAIL COLORADO MUNICIPAL BLDG 04/09/2013
75 S FRONTAGE RD
VAIL, CO
81657
Project Address: 75 S FRONTAGE RD W VAIL Location:
VAIL GOLF COURSE NEAR THE #12 TEE COMPLE
Legal Description: Lot: Block: Subdivision: UNPLATTED
Parcel Number: 2101 - 064 - 0000 -3
Comments: See Conditions
BOARD /STAFF ACTION
Motion By: Action: STAFFAPP
Second By:
Vote: Date of Approval: 05/17/2013
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and /or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS.
Cond:202
(PLAN): Approval of this project shall lapse and become void one (1) year following
the date of final approval, unless a building permit is issued and construction is
commenced and is diligently pursued toward completion.
Planner: DRB Fee Paid: $250.00
TOWN OF Vklf
Department of Community Development
7S South Frontage Road
Vail, CO 81657
Tel: 970.479.2128
www_vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two. hour minimum building review
fee of $110 will be charged upon reissuance of the permit
Application /Permit #(s) information applies
to: Attention: Revisions
0 Response to Correction Letter
Va,` Gu \� CoL..�� \C1 1ue �� �, _attached copy of correction letter
^ C) Deferred Submittal
/4A dJ (®Other A,14,x, -,.,t
Project Street Address:
IT46 V4, VA os,
(Number) (Street) (Suite #)
Building /Complex Name: �o 1 Description of Transmittal/ List of Changes, Items Atfached:
P \w, CC-1
Applicant Information
(architect, contractor, ownerlowner's rep)
Contact Name: ` O Co n 11, c l -
Address: 5400 SM t=4_�+
City Vai\ State: Co Zip: ��65
Contact Name: li:�- Q Co n n e \' (use additional sheet if necessary)
Contact Phone: C�I?u, 35� ° r1`� 3 ` Building Permits:j =� --
Revised ADDITIONAL Valuations (Labor & Materials)
Contact E -Mail: Soconne`` Q Vc, c-et CoM (DO NOT include original valuation)
I hereby acknowledge that I have read this application, filled out
in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to
comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according
to the town's zoning and subdivision codes, design review ap-
proved, In rrra al Building and Residential Codes and other
ordinan s o i
Owner /Owner's Representative Signature (Required)
For Office Use Only:
Fee Paid:
Received From:
Cash Check #
CC: V sa / MC Last 4 CC # exp. date:
Authorization 9
Building:
Plumbing:
Electrical:
Mechanical:
Total:
Date Received:
$0
MAY n 8 2013
TOWN OF VAIL
TOWN OF VAIL'
AN 68 2013
TOWN OF VAIL
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970 - 479 -2128
www.vailgov.com
Development Review Coordinator
Application for Design Review
Minor Exterior Alteration
General Information: This application is required for all proposals involving minor changes to buildings and site
improvements, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail
Town Code sections can be found at www.vailgov.com under Vail Information — Town Code Online. All projects requiring
design review must receive approval prior to submitting a building permit application. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department, as outlined in
the submittal requirements. The project may also need to be reviewed by the Town Council and /or the Planning and
Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit
is issued and construction commences.
Fee: $250 for Multi - Family /Commercial
j� $20 for Single Family / Duplex
l Single Family D p
Duplex I Multi- Family Zn Commercial
Description of the Request: Please review our request to install a new golf hole on the Vail Golf Course. The proposed hole with be #19. This proposal includes
tees, green, 1 bunker, irrigation and drainage. The proposed #19 Golf Hole will be located in the vacinity of the existing #12 hole.
Physical Address: 1775 Sunburst Lane (Vail Golf Club House) #12 hole located off South Frontage Rd East
Parcel Number: unplatted
Property Owner: Town of Vail
Mailing Address: 75 South Frontage Rd
Vail CO 81657
Owner's Signature:
Primary Contact/ Owner
(Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.)
ne: (970) 479 -2138
ntative: Scott F. O'Connell
Mailing Address: 700 South Frontage Rd East
Vail CO 81657
E -Mail: soconnell @vailrec.com
Phone: (970) 390 -9731
Fax: (970) 479 -2197
For Office Use Only:
Cash_ CC: Visa/ MC Last 4 CC # Exp. Date: Auth # Check #
Fee Paid: IpA I vec) Received From: Diz
Meeting Date: ma,4 W a,o� 3 �e DRB No.: b
Planner: of �T Project No: —
Zoning: Land Use:
Location of the Proposal: Lot: Block: Subdivision: _UjJPL141 TEI-)
TOWN OF VAIL
Community Development
Department
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
The applicant must submit written joint property owner approval for applications affecting shared ownership properties
such as duplex, condominium, and multi- tenant buildings. This form, or similar written correspondence, must be
completed by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a
condominium or multi- tenant building. All completed forms must be submitted with the applicants completed application.
I, (print name) , a joint owner, or authority of the association, of
property located at 1775 Sunburst lane & #12 hole on South Frontage Rd East , provide this letter as written
approval of the plans dated 04/03/2013 which have been submitted to the Town of
Vail Community Development Department for the proposed improvements to be completed at the address noted above. I
understand that the proposed improvements include:
The installation of the #19 Golf Hole. Project includes tee box, green, bunker, irrigation and drainage. This
project will be completed to the standards and specifications outlined by Phleps / Atkinson Golf Course Design
Group.
I understand that modifications may be made to the plans over the course of the review process to ensure compliance
with the Town's applicable codes and regulations; and that it is the sole responsibility of the applicant to keep the joint
property owner apprised of any changes and ensure that the changes are acceptable and appropriate. Submittal of an
application results in the applicant agreeing to this statement.
Signature
Print Name
Date
Property Information
Property Address
1775 Sunburst Lane ( #12 located off South Frontage Rd East)
Parcel #
Unplatted
Allowed
Legal Description
Vail Golf Course
Gross Residential Floor Area
(maximum)
Chapter 12 -15
Development Site Area
sq ft
16,000
acres
buildable sq ft
Zone District / SDD #
Recreation & Parks
Hazard Zones
Sections 12 -21 & 14 -7
Snow Avalanche
nHigh Severity FjModerate Severity [7,N /A
Debris Flow
[]High Flow C Moderate Flow F] High Avalanche C'; N/A
Rock fall
High Severity [—JMedium Severity rN /A
Excessive Slopes
r' >_30% F N/A
Floodplain
€; 100 year floodplain FI Floodway FWetlands " V/A
Creeks, Streams
Section 12 -14 -17
✓ Gore Creek j_. on site i+ adjacent to site [J N/A
❑Other tributary: I on site hadjacent to site ❑ N/A
Project Information
Project Description
Installation of new golf hole
Development Standards
Allowed
Existing
Proposed
Gross Residential Floor Area
(maximum)
Chapter 12 -15
Primary sq ft
Secondary sq ft
EHU sq ft
TOTAL sq ft
250 Addition Interior Conversion
Credits:
Setbacks (minimum)
Section 14 -10 -4
Front ft
Side ft
Side ft
Rear ft
Watercourse ft
Site Coverage (maximum)
see definition Section 12 -2 -2
Building Height (maximum)
see definition Section 12 -2 -2
Sloping ft
Flat ft
Landscaping
See definition Section 14 -2 -1
Section 14 -10 -8
Softscape sq ft
16,000
16,000
16,000
Hardscape sq ft
TOTAL sq ft
16,000
16,000
16,000
Driveway
Sections 14 -3 -1 & 14 -3 -2
Max Curb -cuts
Max Grade @
centerline
Min Width
Heated drive?
i Yes No
;__. Yes No
Snow Storage %
Parking
Sections 12 -10 & 14 -5
#Enclosed Spaces
#Unenclosed
TOTAL
Outdoor Lighting (maximum)
Section 14 -10 -7
# fixtures
TOWN OF VAIL
APR o e 2013
TOWN OF VAIL
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970 - 479 -2128
www.vailgov.com
Development Review Coordinator
Application for Design Review
Minor Exterior Alteration
General Information: This application is required for all proposals involving minor changes to buildings and site
improvements, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail
Town Code sections can be found at www.vailgov.com under Vail Information — Town Code Online. All projects requiring
design review must receive approval prior to submitting a building permit application. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department, as outlined in
the submittal requirements. The project may also need to be reviewed by the Town Council and /or the Planning and
Environmental Commission. Design review approval expires one year from the date of approval, unless a building permit
is issued and construction commences.
Fee: $250 for Multi - Family /Commercial
$20 for Single Family /Duplex
IL Single Family FI Duplex I Multi- Family Ir.1 Commercial
Description of the Request: Please review our request to install a new golf hole on the Vail Golf Course. The proposed hole with be #19. This proposal includes
tees, green, 1 bunker, irrigation and drainage. The
Physical Address: 1775 Sunburst Lane
Parcel Number: unplatted
Property Owner: Town of Vail
6k Mailing Address: 75 South Frontage Rd
Vail CO 81657
#19 Golf Hole will be located in the vacinity of the existing #12 hole.
Golf Club House) #12 hole located off South Frontage Rd East
(Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.)
Phone: (970) 479 -2138
-Owner's Signature: X
Primary Contact/ Owner Representative: Scott F. O'Connell
Mailing Address: 700 South Frontage Rd East
Vail CO 81657
E -Mail: soconnell @vailrec.com
Phone: (970) 390 -9731
Fax: (970) 479 -2197
For Office Use Only:
Cash_ CC: Visa / MC Last 4 CC # Exp. Date: Auth # Check #
Fee Paid: W A yy( —, D Received Fromm:
Meeting Date: DRB No.: l3 D o9 (n
Planner: Project
Zoning: Land Use:
Location of the Proposal: Lot: Block: Subdivision: 11 Pi �rTTED
VAIL RECREATION
D I S T R I C T
To: TOV Design and Review Board
From: Vail Recreation District
Date: 04 /08/2013
RE: Vail Golf Course Hole #19
The Vail Recreation District (VRD) is currently working on plans to construct a new #19 golf hole on the Vail Golf
Course.
Background:
The Vail golf course is owned by the Town of Vail (TOV) and leased to the Vail Recreation District (VRD) to operate.
The Vail Recreation District has drafted a master plan for the Vail Golf Course which included the renovation and
maintenance of several golf holes on the golf course. In order to maintain 18 holes of golf during any renovation
or maintenance on any given hole we propose to add a golf hole to the existing course. By having 19 holes
available to play we will be able to work on the master plan without having a significant impact to the playability of
the course. An additional benefit to a 19th hole will be the availability of this during spring run -off. In previous
years the #8 hole has flooded and limited play to 17 holes of golf. With this additional hole we will be able to
maintain 18 holes of golf.
Purpose:
The purpose of this project is to construct a 19th golf hole to ensure that 18 holes of golf are available for play
during renovation, maintenance or flooding of the existing golf holes.
Details:
The Vail Recreation District has been working with the Vail Golf Course design firm of Phelps / Atkinson. We have
identified the existing 12th tee as a possible shared tee complex for the 19th hole with the green being located to
the east of the existing weather shelter. If the 191h hole were "in play" a golfer would hit 2 tee shots for both the
19th hole as well as the existing 12th hole. The golfer would then go and play the 191h hole first and then continue
play on the 12th. This project involves importing material to build the new 19th tee as well as the 19th green. New
tees and a green would then be shaped and sod installed. Irrigation is included in this project. A bunker would
also be excavated to add a degree of difficulty to the shot on the 19th green.
Please feel free to contact me with any questions or concerns regarding this submittal.
Thank you for your time.
Sincerely,
Scott F. O'Connell
Director of Operation and Facilities
Vail Recreation District
(970) 477 -5264
soconnell @vailrec.com
vclv'� C ol_c cOVr.Se _* l 1 �C.o- -ec.�-
J
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-
ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval
and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you
are unable to obtain comments within that timeframe please contact The Town of Vail.
Subject Property Address: *" Golf Tee (South Frontage Rd east) Vail Golf Course Lot Block Subdivision: unpianed
Primary sA 1/—e_ R� ive: Scott O'Connell Phone: (970) 390 -9731
V n Plans Dated: 9/14/2012
Primary Contact/Owner Representative Signature
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
Authorized Signature
Comments
Date
CENTURY LINKS
970.328.8288 (tel)
�'
✓y�
97D,328.8282 (fax)
Contacts: Barb Davis
barb.davisna centurylink.corn
XCEL HIGH PRESSURE GAS
970.406.1309 (tel)
970.468.1401 (fax)
Contact: Ron Bureta
ronnle.).buretaOxcelenergy.com
HOLY CROSS ENERGY
970.947.5471 (tel)
970,945.4081 (fax)
Contact: Jeff Vroom
jvroom(@holycross.com
XCEL Energy
970.262.4038 (fax)
970.262.4050 (tel)
Contacts: Louise Timson
lou Ise. ti mson @xcelenergy.com
EAGLE RIVER WATER & SANrrA-
TION DISTRICT
970.477.5435 (tel)
970.477.5434 (fax)
Contact: Tug Birk
tbirkRerwsd.orq
COMCAST CABLE
970.930.4713 (tel)
970.468.2672 (fax)
Contact: Michael Johnson
Michael iohnscn5cable.comcast.com
CDOT (Only In CDOT Right -of -way)
970.683.6284 (tel)
Contact: Dan Roussin
Dan iel . ro ussl n OdOt.5tate.co.us
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
va, o l `C l �o ur Se
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-
ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval
and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you
are unable to obtain comments within that timeframe please contact The Town of Vail.
Subject Property Address: *13 Gail Tee (South Fmnta98Rdeasi)vaU Golf coume Lot Block Subdivision: Unplatted
Primary Cctitt /_r R ve: Scott O'Connell
Primary Contact/Owner Representative Signature
Phone: (970) 390 -9731
Plans Dated: 9/14/2012
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It Is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
Authorized Signature
Comments
Date
CENTURY LINK
970.328.8288 (tel)
970.328.8282 (fax)
Contacts: Barb Davis
ba rb.d avisCnlcentu rvi in k.com
XCEL HIGH PRESSURE GAS
970.406.1309 (tel)
�tjl
%
970.468.1401 (fax)
Contact: Ron Bureta
I
ronnie.i.bureta(cbxcelenergy.com
HOLY CROSS ENERGY
970.947.5471 (tel)
970.945.4081 (fax)
Contact: Jeff Vroom
ivroom@)holycross.com
XCEL Energy
970.262.4038 (fax)
970.262.4050 (tel)
Contacts: Louise Timson
louise.timson Ca�xcelenerov.com
EAGLE RIVER WATER & SANITA-
TION DISTRICT
970.477.5435 (tel)
970.477.5434 (fax)
Contact: Tug Birk
tbirk(alerwsd.oro
COMCAST CABLE
970.930.4713 (tel)
970.468.2672 (fax)
Contact: Michael Johnson
Michael iohnson(ftable.comcast.com
CDOT (Only In CDOT Right -of -way)
970.683.6284 (tel)
Contact: Dan Roussin
Dantel.roussin(adot-state.co.us
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It Is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
V cap' o� course _* I � rro_ eO-
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-
ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval
and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you
are unable to obtain comments within that timeframe please contact The Town of Vail.
Subject Property Address: #13 Golf Tee(South FronfageRd east) va ➢G- 11ceu'se Lot Block Subdivision: unplatted
Primary
/CqRt�fctr�we: Scott O'Connell
Primary Contact/Owner Representative Signature
Phone: (970) 390 -9731
Plans Dated: 9/1412012
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public
Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact /Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
Authorized Signature
Comments
Date
CENTURYLINK
970.468.6860(tel)
970.468.0672(fax)
Contacts: Samuel Tooley
samuel.tooleyObcen tu link.com
XCEL HIGH PRESSURE GAS
970.262.4076 (tel)
970.468.1401 (fax)
Contact: Rich Sisneros
rich a rd. isneros xcelener .com
HOLY CROSS ENERGY
970.947.5425 (tel)
970.945.4081 (fax)
q�
(/irtff
10117112
Contact: Jeff Vroom
iagQm2hglycross com
XCEL Energy
970.262.4024 (tel)
970.262.4038 (fax)
Contacts: Ronnie Bureta
ronnie..bureta xcelener .com
EAGLE RIVER WATER & SANITA-
TION DISTRICT
970.477.5435 (tel)
970.477.5434 (fax)
Contact: Tug Birk
tbirk ale -sd.or
COMCAST CABLE
970.619.0752 (tel)
970.468 -2672 (fax)
Contact: Tony Hildreth
tonv hildreth a cable.comcast.com
COOT (Only in COOT Right of -way)
970.683.6284 (tel)
Contact: Dan Roussin
Daniel.roussinCatdot. state.co. us
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public
Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact /Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not Impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedui-
Ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval
and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. if you
are unable to obtain comments within that timeframe please contact The Town of Vail.
Subject Property Address: 1778 Sunburst Dr.
LotU-P• Block U -P• Subdivision: U.P,
Primary to, Lowner Re res tive: Scott O'Connell Phone: (970) 390 -9731
Plans Dated: 06125/2012
Primary Contact/ Owner Representative Signature
NOTES:
1. Utillty locations muss: be obtained before digging.
2, A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970,479.2198.
3. It Is the responsibility of the utility company and the applicant to resolve problems Idendfled above.
4. The Primary Contact/Owner Representative Is required to submit any revised drawings to tfie above agencies for
re- approval & re- veri€ication if the submitted plans are altered In any way after the authorized signature date.
Authorized Signature
Comments
Date
CENTURY TEL
970.468.6860(tel)
970.468.0672(fax)
Contacts: Samuel Tooley
samuel.toolev(o)centtsrylink.com
XCEL HIGH PRESSURE GAS
970,406,1309 (tel)
970.468,1401 (fax)
Contact: Ron Bureta
ronnie. j.bureta Co�xcelenergy.com
HOLY CROSS ENERGY
970.947.5471 (tel)
970.945.4081 (fax)
Contact: Jeff Vroom
jvroom@holycross.com
XCEL Energy
970,262.4038 (fax)
970.262.4050 (tel)
Contacts: Louise Ilmson
loulse.ti m son Oxcelenerov.com
EAGLE RIVER WATER & SANITA-
TION DISTRICT
970.477.5435 (tel)
970.477.5434 (fax)
Contact: Tug Birk
tb, Irk @erkysd,arp
COMCAST CABLE
970.390.4713 (tel)
970.468.2672 (fax)
Contact: Michael Johnson
Michael-Johnson@cable.comcast.com
CDOT (Only in CDOT Right -of -way)
970.683.6284 (tel)
Contact: Dan Roussin
lDanIel.roussIn@dot.state.co.us
NOTES:
1. Utillty locations muss: be obtained before digging.
2, A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970,479.2198.
3. It Is the responsibility of the utility company and the applicant to resolve problems Idendfled above.
4. The Primary Contact/Owner Representative Is required to submit any revised drawings to tfie above agencies for
re- approval & re- veri€ication if the submitted plans are altered In any way after the authorized signature date.
va l ol� �ov�.Se e
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-
ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval
and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you
are unable to obtain comments within that timeframe please contact The Town of Vail.
Subject Property Address: M3 Golf Too (South Frontage Rdeact )V211GoifcoumG Lot Block Subdivision: Unplatted
Primary CL t IDAmer R ve: Scott O'Connell phone: (970) 390 -9731
Plans Dated: 911412012
Primary Contact/Owner Representative Signature
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
Authorized Signature
Comments
Date
CENTURY LINK
970.328.8288 (tel)
970.328.8282 (fax)
Contacts: Barb Davis
barb.davis@-rt-nturylink.com
XCEL HIGH PRESSURE GAS
970.406.1309 (tel)
970.468.1401 (fax)
Contact: Ron Bureta
ronnie.j.bureta Pxcelener, yq con
HOLY CROSS ENERGY
970.947,5471 (tel)
970.945,4081 (fax)
Contact: Jeff Vroom
ivroom!2holycross.co m
XCEL Energy
970.262.4038 (fax)
970.262.4050 (tel)
Contacts: Louise Timson
louise.ti msonCamxcelenemy.com
EAGLE RIVER WATER & SANITA-
TION DISTRICT
970.477.5435 (tel)
rt 1 N
970.477.5434 (fax)
Contact: Tug Birk
tbirk(8erwsd.oro
COMCAST CABLE
970.930.4713 (tel)
970.468.2672 (fax)
Contact: Michael Johnson
Michael johnsonCamcable.comcast.com
COOT (Only In CDOT Right -of -way)
970.683.6284 (tel)
Contact: Dan Roussin
Daniel.rcussin(&dot.state.co.us.
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date.
"7 t 1 r�o� ec..�_
UTILITY APPROVAL & VERIFICATION
This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul-
ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval
and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you
are unable to obtain comments within that timeframe please contact The Town of Vail.
Subject Property Address: d1J Golf Too (South Frontage Rd east) Vail Golf Course Lot Block Subdivision: Unplatted
Primary CG tt�er R ve: Scott O'Connell Phone: (970) 390 -9731
,�— r Plans Dated: 9/14/2012
Primary Contact/Owner Representative Signature
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered In any way after the authorized signature date.
Authorized Signature
Comments
Date
CENTURY LINK
970.328.8288 (tel)
970.328.8282 (fax)
Contacts: Barb Davis
barb.davis @centurylin k.com
XCEL HIGH PRESSURE GAS
970.406.1309 (tel)
970.468.1401 (fax)
Contact: Ron Bureta
ronnie.j.bureta(( �xcelenergv.com
HOLY CROSS ENERGY
970,947.5471 (tel)
970.945.4081 (fax)
Contact: Jeff Vroom
ivrogmCail holycross. com
XCEL Energy
970.262.4038 (fax)
970.262.4050 (tel)
Contacts: Louise Timson
Ioulse.timsonOxcelener,gv.com
EAGLE RIVER WATER & SANITA-
TION DISTRICT
970.477.5435 (tel)
970.477.5434 (fax)
Contact: Tug Birk
tbirk5erwsd.org
COMCAST CABLE
970.930.4713 (tel)
970.468.2672 (fax)
Contact: Michael Johnson
Michael iohnsonCacablecomcast.com
CDOT (Only in CDOT Right -of -way)
970.683.6284 (tel)
Contact: Dan Roussin
Daniel,roussin@dot.state.co.us
NOTES:
1. Utility locations must be obtained before digging.
2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the
Public Works Department for verification 970.479.2198.
3. It is the responsibility of the utility company and the applicant to resolve problems identified above.
4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for
re- approval & re- verification if the submitted plans are altered In any way after the authorized signature date.
APR 08 2013
TOWN OF VAIL
STORMWATER MANAGEMENT PLAN
BEST MANAGEMENT PRACTICES
FOR
VAIL GOLF CLUB
HOLE #12 MATERIALS STORAGE
VAIL
EAGLE COUNTY, COLORADO
OCTOBER 2012
STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY
AUTHORIZATION TO DISCHARGE UNDER THE
TOWN OF VAIL STORMWATER QUALITY PERMIT
Prepared for: Vail Recreation District
700 South Frontage Road East
Vail, CO 81657
Prepared by: Alpine Engineering, Inc.
P.O. Box 97
Edwards, CO 81632
(970) 926 -3373
TABLE OF CONTENTS
1. Site Vicinity Map
2. Site Description ............................................... ...............................
(a) Construction Activity .......................... ...............................
(b) Sequence of Construction ................... ...............................
(c) Site Areas ............................................ ...............................
(d) Runoff Coefficients / Soils .................... ...............................
(e) Existing Vegetation ............................. ...............................
(f) Potential Pollution Sources ................. ...............................
(g) Non - stormwater Components of the Discharge .................
(h) Receiving Waters ................................ ...............................
3. BMPs for Stormwater Pollution Prevention ... ...............................
(a) Erosion and Sediment Controls .......... ...............................
(b) Materials Handling and Spill Prevention ...........................
4. Final Stabilization and Long -term Stormwater Management........
5. Other Controls ................................................. ...............................
6. Inspection and Maintenance ............................ ...............................
7. Reporting ......................................................... ...............................
8. Retention of Records ....................................... ...............................
9. Site Maps
Sheet 1 — Stormwater Management Plan
Sheet 2 — Stormwater Management Details
...................1
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.................. 1
.................. 1
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.................. 2
...................2
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.................. 3
.................. 3
.................. 3
.................. 4
.................. 4
October 2012 Vail Golf Club, Hole #12 i
2. SITE DESCRIPTION
The Vail Golf Club, Hole #12 is located south of Highway 6 (South Frontage Road) and north of
Vail Valley Drive, in the east side of Vail, Colorado in Eagle County. It is located in the
Northwest corner of Section 8, Township 5 South, and Range 80, West of the 6`h Principal
Meridian.
(a) CONSTRUCTION ACTIVITY
Proposed construction activities include:
1) Temporary material storage for future construction
(b) SEQUENCE OF CONSTRUCTION
1) Construct stabilized construction entrance
2) Construct silt fence and wattles
3) Place materials
4) Revegetate and stabilize all disturbed areas
5) Remove sediment controls
(c) SITE AREAS
Total Site Area = 0.93 acres
Total Disturbed Area = 0.93 acres
(d) RUNOFF COEFFICIENTS /SOILS
Before Construction RCN = 35
After Construction RCN = 35
The soils for this site include (per U.S. Soils Conservation Service Soils Report): Forsey
(e) EXISTING VEGETATION
The site consists of existing golf course turf and landscaping.
(f) POTENTIAL POLLUTION SOURCES
Vehicle fueling will be done wherever construction is taking place by mobile fuel trucks.
Fertilizers or chemicals will be stored in a trailer or covered with a waterproof material.
(g) NON - STORMWATER COMPONENTS OF THE DISCHARGE
There are no non - stormwater components of the discharge expected on the site.
October 2012 Vail Golf Course, Hole #12
(h) RECEIVING WATERS
The site drains to Gore Creek.
3. BMPs FOR STORMWATER POLLUTION PREVENTION
(a) Erosion and Sediment Controls:
1. Structural Practices
Sediment transport is to be minimized on the site by silt fence and straw wattles.
Silt fence shall be used to filter sediments from small disturbed areas that are in sheet
flow. Straw wattles shall be used in place of silt fence where access is an issue.
Silt fence will be kept in a state of repair throughout the project.
2. Non - structural Practices
If ditches are used during construction they shall be seeded, fertilized and mulched as
soon as they are installed. Once construction is complete and the disturbed areas are
stabilized the ditches are to be removed and the disturbed area from this activity shall be
topsoiled, seeded, fertilized and mulched.
Disturbed areas from construction and grading shall be topsoiled, seeded, fertilized and
mulched.
Damage to trees and mature vegetation is to be kept to a minimum. Limits of disturbance
are to be kept to the minimum area possible.
(b) Materials Handling and Spill Prevention
Stockpiles of topsoil and base material shall have proper sediment controls such as silt
fence surrounding them. Equipment maintenance or fueling operations will take place
wherever the construction equipment is working at the time. Care should be taken to
avoid spills during maintenance and fueling operations, and any accidental spills shall be
cleaned up promptly and completely. Should above -ground temporary fuel tanks be
placed on -site, an earth berm shall be constructed around the tank area to contain any
possible spills or leaks to prevent any spilled material from entering state waters. The
contractor shall prepare a plan that immediately mitigates all problems associated with
any potential fuel spills.
October 2012 Vail Golf Course, Hole #12 2
There shall be no fertilizers or chemicals left exposed to the elements. The contractor
shall prepare a plan that immediately mitigates all problems associated with any potential
fertilizer or chemical exposure or accident. There shall be no dedicated concrete batch
plants or dedicated asphalt plants on the site.
The contractor shall not discharge concrete wash water into state waters or the storm
sewer system.
Should the status of any of these items change, a revision to the stormwater management
plan shall be submitted with response procedures identified.
4. FINAL STABILIZATION AND LONGTERM STORMWATER MANAGEMENT
Final stabilization shall occur by sodding or by topsoiling, seeding, fertilizing and mulching all
disturbed areas. Final stabilization is reached when all soil disturbing activities at the site have
been completed, and uniform vegetative cover has been established with a density of at least 70
percent of pre - disturbance levels or equivalent permanent, physical erosion reduction methods
have been employed.
5. OTHER CONTROLS
Off -site soil tracking will be limited by providing a stabilized construction entrance at the
entrance to the project. The stabilized construction entrance will consist of 2" crushed screen
rock for a minimuml0 feet wide and 50 feet long at the entrance to the site. The contractor is
responsible for not tracking soil off -site.
6. INSPECTION AND MAINTENANCE
The permittee shall make a thorough inspection of their stormwater management system at least
every 14 days and after any precipitation or snowmelt event that causes surface erosion.
(a) The construction site perimeter, disturbed areas and areas used for material
storage that are exposed to precipitation shall be inspected for evidence of, or the
potential for, pollutants entering the drainage system. Erosion and sediment
control measures identified in the Stormwater Management Plan (SWMP) shall be
observed to ensure that they are operating correctly.
(b) Based on the results of the inspection, the description of potential pollutant
sources, and the pollution prevention and control measures that are identified in
the SWMP shall be revised and modified as soon as practicable after such
inspection. Modifications to control measures shall be implemented in a timely
manner, but in no case more than 7 calendar days after the inspection.
October 2012 Vail Golf Course, Hole #12
(c) The operator shall keep a record of inspections. Uncontrolled releases of mud or
muddy water or measurable quantities of sediment found off the site shall be
recorded with a brief explanation as to the measures taken to prevent future
releases as well as any measure taken to clean up the sediment that has left the
site. This record shall be made on the form provided by the Town of Vail.
7. REPORTING
Provide a copy of each inspection report to the Town of Vail.
8. RETENTION OF RECORDS
(a) The pennittee shall retain copies of the SWMP and all reports required by this
permit and records of all data used to complete the application to be recorded by
this permit, for a period of at least three years from the date that the site is finally
stabilized.
(b) The permittee shall retain a copy of the SWMP required by this permit at the
construction site from the date of project initiation to the date of final
stabilization.
October 2012 Vail Golf Course, Hole #12 4
SITE MAP
Ln
a
N
O
N
O
N
Ln
N
O
..1
HOLE #12 SITE
11111
�o
INTERSTATE
70
SOUTH
FRONTAGE
ROAD l
GORE CREEK
BALD MOUNTAIN
ROAD
GRAPHIC SCALE
0 500 1000 2000
( IN FEET )
1 inch = 1000 ft.
w VAIL REC DISTRICT
VAIL GOLF COURSE
HOLE #12
TEMPORARY MATERIALS STORAGE
VICINITY MAP
,DK813oo94
EDWARDS BUSINESS CENTER P.O. BOX 97
EDWARDS, COLORADO 81632
(970) 926 -3373 FAX (970) 926 -3390
CON�TRUGTION �EDLENCE OF EROSION/SEDIMENT CONTROL MEASURES
/
6Z6
BEFORE COMMENCING GRADING OR CONSTRUCTION
t. CONSTRUCT STABUZED CONSTRUCTION ENTRANCES AT ALL POINTS OF INGRESS AND EGRESS.
2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ASSURE THAT NO SEDIMENT LEAVES THE SITE
3. CONSTRUCT SILT FENCE AND WATTLES.
_. - _- G
Mlt
O_
g
go
_ '
4. BEGIN CONSTRUCTION./
- -- --' ���' i'(1 —'
/ _,.. % -"' •�
5. TOPSOIL AND REVEGETATE ALL DISTURBED AREAS.
GENERAL NOTES FOR SEDIMENT CONTROL
P,`E ?O
i. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE PATH THESE PLANS AND
AS NEEDED TO PREVENT SEDIMENT FROM DISCHARGING.
� _
r r FR
.� ` - 9
" r r
-
2- ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED
OTHERWISE ON PLANS.
3. SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION
TO INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED.
4. PROVIDE CONTINUOUS INSPECTION AND MAINTENANCE OF
' " '
- - "' �_ GOLF COURSE
ALL SEDIMENT CONTROL MEASURES TO
INSURE THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE
HAS TAKEN PLACE
n %''
i .SZ�TU �' r
- - `
/ .� ^ _ _r
- / !
_
PARCEL BOUNDARY
U m
Z $ R
_Z �$
Yf
5. INSTALL SEDIMENT CONTROL MEASURES AT ME ONSET OF GRADING OPERATIONS 50 THAT
r
EFFECTIVE SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD. 7l� /'.' =, FAIRWAY
6. STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONE DURING CONSTRUCTION TO % J /
PUBLIC SERVICE CO. EASEMENT
PREVENT TRACKING OF MUD ONTO PUBLIC WAYS.
APPROVAL SHALL 13E REQUESTED UPON FINAL STABILIZATION OF ALL SITES REMOVAL OF BEE ' ' - = I�(� -• aoe, e 0 , (REC. � No 86533
7. SEDIMENT 5 �J ) S6 F 'i STABILIZED
B. CONTRACTOR AND CONFORM TO STORNW ER QUALITY P AND STREETS
C CONSTRUCTION AN E OF SEDIMENT.
ENTRANCE n J
W v ,L�
r
, -A► - ' 59
_ r
/ $- X01 100 YEAR
\\ - S8_ \ ��- , FLOOD PLAIN
54 J
/ _
�. -- --
ADD 1 - � C
_ 57 T. ♦ p./ / \, - - -�__ LLLQW
'
-J �
--
am IF, / 2cN �� - — = 4 ��' 56 SAND TRAP % W Q
54 .qt W
\ - - -' %�`.s� rL; ► i IMIT OF
_ 'STRA' \ C TRUCTION
0250 \ �' _. i ' WATTLE I I l _ . \( % FAIRWAY
\ - -
TYP
- I ' I ILT EN C / V)
SHELTER DIRT IVE
\ 1 I WETLANDS
/ t \
SERVICE CO. EA MENT
(RE .No. 865334)
/% I l CONTRACTOR SHALL DEVELOP MEANS
\ 1 / / f/ / ��T ��\ – _ I! �I / AND METHODS TO CONTROL SEDIMENT /
I DURING CONSTRUCTION TO ASSURE
THAT NO SEDIMENT IS DISCHARGED N
OFF -SRE. REMOVAL AND CLEANUP OF
ANY SEDIMENT THAT LEAVES rHE SITE IS c /t/ yr
NOTE: TOPOGRAPHY /i' –���;f
1 /, / \ I THE RESPONSIBILITY OF THE W
OTHHERS.D BY — . 1► �! / / / I \` I ! ' 1 CONTRACTOR
I GORE �:� •` �/ l r /� /// i 'f f �I ,.�^'�.� /" - w
GRAPHIC SCALE -�_ - ; \ , \ \1 '1 I / w
0 30 60 120 _��` c 1 I / LECiIiQ u x z
w
SLT — ar FDICE
( IN FEET
SHEET ) \ \\ i'_�– �� _ \ \\ \ / —• — slant MAnIEs
I inch = BO ft.
LIMIT OF
.I
EaHn Neu.luEl. Br- (WYmnw) 3' I—tD. 3 g
MPnT t4ON FIMr soot --
STABILIZED CONSTRUCTION ENTRANCE
rOJ:.11`r fimN: H' - td -0'
I . STONE 93E - USE 2- OiU5HE0 9 FENEO —N.
3. LENGTH - AS RED RED, BUT NOT LESS THAN 50 FEET.
3. MIOINESS - NOT LESS TNAN SK (9) INCHES
4, RETH ES.
PEN (10) TOUT MNINUN, BUT NOT LF55 THAN THE FULL MOTH AT PEINM M HERE INGRESS
ON EGRESS OCCURS.
FILTER 0.0Th - MI BE PLACED OLET THE ENTIRE AREA PRIOR TO PULING OF STONE
,. SUPFACE WATER - All SURFACE WATER FLOMNC OR OIMERTED TCNARO CONSM CTOhl ENTRANCES
PIPED ACROSS 1HE ExTRANCE. IF PIPING IS IDPRACT<AL A NWNTABLE BEftN MTI St
'LOPENN�µ PER ITTT-
CE - NE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MACH Mu PILMnT TRACKING
OR FUENNI Or SmMENT ONTO PUBLIC RIOHIS -OF -WAY. THIS MAY RECQUIRE 1T OF TOP DRESSING
WIN DITONAL STONE AS CONDITIONS pFMANO AID REPAIR ANp /OL LUNOUT of AHV MEASURES
USCG TO 1RAP MUST BE Al SEDIMENT SPILA, DROPPED, —NED OR TRAOLEO ONTO PUBLIC
AY NuST BE REUONED WMFIHATFSY. CE SHALL REMAIN IN PLACE UNTIL PAYING OF ENTRANCE
CWNO+CESc
- MIFFFLS wHE BE SLERANED TO EMOVT SEDIMENT PRIOR TO E ATRANCE ONTO PUBLIC
RIWLS-
OF_ wAY. HI EOUIREO, IT SMALL BE DONE ON AN STABILIZED MTN
STONE AND Cn OVAwS INTO AN APPPO-. SE--T TNAPPING """
9, PERIODIC INSPECTOI AND NEEDED MAINTENANCE SHALL BE PNOVIDEO AFTER EACH RAN.
o°
SYMBOL ON PLANS
SECTION
SILT FENCE
ApP,— Scale: 1' = 2' -0'
ENCE POSTS,
16' INTO
o
�e
AIN.
CONSTRUCTION NOTES FOR FABRICATED SILT EENQF
NOTES:
I. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH MRE TES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY 24 "AT
TOP AND MID SECTION.
3. WEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN - BULCES-
DEVELOP IN THE SILT FENCE.
POSTS: STEEL EITHER T OR U TYPE OR 2' HARDWOOD.
FILTER CLOTH: FILTER X, MIRAFI 100X, STABIUNKA T14ON OR APPROVED EOUAL.
PREFABRICATED UNIT: CEDFAB, ENMROFENCE, OR APPROVED EQUAL.
SYMBOL ON PLANS $LT SLT
I A I STABILIZED CONSTRUCTION ENTRANCE I B I SILT FENCE
STRAW WATTLES:
Fiber RDUN. Filter bwriwa, MUlch Rowe
This .0—ont barrio ie devignetl for IOw NUrf_ vows not to a aNd 1 If. for amdl w slope BOtlw Mon 3:1 0
snort dapn and w silt fences O net Practicable. Strew Watlln c OI.. be inetdled o Ontoar I steeper
Mop" t° r aVr(ace, spread ..— Row and Coplure .edment. Tre following IN o WI., de.cripd- .tram. Straw
Wattle; th Nrduu ae. and Insl0H.Van.
1. Ths height of 0 Straw III is 9 in. INN inat °Ilod Neight is oppro.imatNy 5 -T in. The standard IengM of Straw
WOltle. c 25 ft., however other IIINgth, will be mode upon request.
2. Strove Watlln c n be m.mlled an 0ntdar al elope. wlln O aUghl J— n:I.pA OngI, at the end of e w lO °
ED, s w drainage during Nsavy Ors<Ipilation. They cO olna bN UIUd at the top of III to prsvenl N rating o Nr llIn.
NdgN 10and MNy c n bN usNd Ot MN tos at slopes. Straw Wot11NS In oleo bs uaNd along sidewalks Ord curbs and
around It— —na and inlet, t0 Prevent sediment Pollution.
3. St— WOtlle. can be used t° replace eel fences. straw bole dlke. and fund bag bamlere. They can also be
DIOC,O In drainage wale TO Glow Bows and G 1— seOMnenl: Mey can be u,e0 as Ievd .prndws l0 prevent
0oncenlraled Bow, and M place Ot earthen berms ,r dikes.
4. Shaw Wattle should be in,tdled in shdl0w t—hea, 2 - 4 in. dew. depending On -N type and elope atlUNDr —,
Dig the deeper trench for .Rfl. loamy a.,, and e—p-1 elopes: dig In. ahallOwer Meech Iw nod, rocky foil. Ord
gentler elope.. maedo. Ond snots to dig Me trench, --q .... weed .oil to the up hill sloe to prevent rvn
oN from uIdl,C,tt'.g lee WOtlle.
5. Loy Me WOW, in the trench and stake Nith 3/4' X 3/4' X 18' or 24e NOad stakes Ot '—h and Ond 4 -foot on
enter. When in.tdling —mg lengths. Straw wattle ends ,,OUId be buttoned femly together to Or—rl leakage. and
securely staked tog -11. DO NOT OVERLAP.
2. Watlln th—ned en .0pn Mat are steeper Man 2:T .nail be spaced of 10' mlerml1 roue man 20' role
w w w
STRAW WATTLES
W
Wl--
cw I�
it :i O
W
o<
UQ-1Q
J
L2 <W
JWWQ
0 Q
�
W
jfy
QO �
%� N
O
2 = N N
o N
z w
2 y O
U 2
ED
U
SHEET
2
ZIIIIIIIIIIIIIIIIIIIIIIIIII Z mein
36" MIN. FENCE POST
F
C[
III
III
LLJ N�a
IIIIIIII
IIIIZ R @7
FLOW
20'
MIN.
UNDISTURBED GROUND
� o
oWP
EMBED FILTER CLOTH
MIN. 8' INTO GROUND
t6- MIN.
W
SECTION
SILT FENCE
ApP,— Scale: 1' = 2' -0'
ENCE POSTS,
16' INTO
o
�e
AIN.
CONSTRUCTION NOTES FOR FABRICATED SILT EENQF
NOTES:
I. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH MRE TES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY 24 "AT
TOP AND MID SECTION.
3. WEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN - BULCES-
DEVELOP IN THE SILT FENCE.
POSTS: STEEL EITHER T OR U TYPE OR 2' HARDWOOD.
FILTER CLOTH: FILTER X, MIRAFI 100X, STABIUNKA T14ON OR APPROVED EOUAL.
PREFABRICATED UNIT: CEDFAB, ENMROFENCE, OR APPROVED EQUAL.
SYMBOL ON PLANS $LT SLT
I A I STABILIZED CONSTRUCTION ENTRANCE I B I SILT FENCE
STRAW WATTLES:
Fiber RDUN. Filter bwriwa, MUlch Rowe
This .0—ont barrio ie devignetl for IOw NUrf_ vows not to a aNd 1 If. for amdl w slope BOtlw Mon 3:1 0
snort dapn and w silt fences O net Practicable. Strew Watlln c OI.. be inetdled o Ontoar I steeper
Mop" t° r aVr(ace, spread ..— Row and Coplure .edment. Tre following IN o WI., de.cripd- .tram. Straw
Wattle; th Nrduu ae. and Insl0H.Van.
1. Ths height of 0 Straw III is 9 in. INN inat °Ilod Neight is oppro.imatNy 5 -T in. The standard IengM of Straw
WOltle. c 25 ft., however other IIINgth, will be mode upon request.
2. Strove Watlln c n be m.mlled an 0ntdar al elope. wlln O aUghl J— n:I.pA OngI, at the end of e w lO °
ED, s w drainage during Nsavy Ors<Ipilation. They cO olna bN UIUd at the top of III to prsvenl N rating o Nr llIn.
NdgN 10and MNy c n bN usNd Ot MN tos at slopes. Straw Wot11NS In oleo bs uaNd along sidewalks Ord curbs and
around It— —na and inlet, t0 Prevent sediment Pollution.
3. St— WOtlle. can be used t° replace eel fences. straw bole dlke. and fund bag bamlere. They can also be
DIOC,O In drainage wale TO Glow Bows and G 1— seOMnenl: Mey can be u,e0 as Ievd .prndws l0 prevent
0oncenlraled Bow, and M place Ot earthen berms ,r dikes.
4. Shaw Wattle should be in,tdled in shdl0w t—hea, 2 - 4 in. dew. depending On -N type and elope atlUNDr —,
Dig the deeper trench for .Rfl. loamy a.,, and e—p-1 elopes: dig In. ahallOwer Meech Iw nod, rocky foil. Ord
gentler elope.. maedo. Ond snots to dig Me trench, --q .... weed .oil to the up hill sloe to prevent rvn
oN from uIdl,C,tt'.g lee WOtlle.
5. Loy Me WOW, in the trench and stake Nith 3/4' X 3/4' X 18' or 24e NOad stakes Ot '—h and Ond 4 -foot on
enter. When in.tdling —mg lengths. Straw wattle ends ,,OUId be buttoned femly together to Or—rl leakage. and
securely staked tog -11. DO NOT OVERLAP.
2. Watlln th—ned en .0pn Mat are steeper Man 2:T .nail be spaced of 10' mlerml1 roue man 20' role
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