HomeMy WebLinkAboutGolf Course storm water permit i�� r
il
T i�, i] �
!Q�`r��� r���
75 South Frontage Rd. Department of Community Development
Vail, Colorado 81657 William T. Carlson, REHS
970-479-2138/479-2139 Environmental Health Officer
FAX 970-479-2452
TOWN OF VAIL
STORMWATER QUALITY
PERMIT APPLICATION
Permit required for all land disturbances equal to or greater that'/z acre
Pro'ect Information
Project Name:12" / 19"Hole Materials Storage
Address/Location: Vail Golf Course, Hole#12 Tee&Fairway
Contact Information
Owner: Town of Vail&Vail Recreation District
Name: Vail Recreation District
Contact Person: Scott O'Connell
Address: 700 S. Frontage Road East
Phone:970.477.5264 Fax: 970.479.2197
Mobile: 970.390.9731 Pager:
Contractor•
Name: Landsca es Unlimited
Contact Person: Jeff Mathews
Address: 1201 Aires Drive
Phone: (402)423-6653 Fax: (402)423-4487
Mobile: (402)416-7089 Pager:
Other
Name: Vail Recreation District
Contact Person: Scott Todd
Address: 1278 Vail Valley Drive
Phone: (970)479-2262 Fax:
Mobile: (970) 376-2410 Pa er:
Desi nate a ermittee from the above list: Scott F. O'Connell
List,in addition to the permittee,site personnel who will have authority to make
modifications:
Jeff Mathews, Scott O'Connell, Scott Todd
��� r
Pro'ect Informaiton:
Project Size(acres) 0.93
Brief Description of Project: Storage of materials for proposed Spring 2013 construction
Project Schedule: (provide further detail with the Stormwater Quality Management Plan)
Expected work start date: October 22, 2012
Expected work completion date: May 22, 2013
Performance Securit :
Stormwater Quality Control Features: (for security escrow calculation)
Item description Quantity Unit $/Unit Total
Silt Fence 1194 LF $4.00/LF $4776.00
Wattles 148 LF $5.00/LF $740.00
Stabilized Const. 1 EA $1500.00/EA $1500.00
Entrance
Total Performance Securit $7016.00
As a condition for the issuance of a stormwater quality permit, applicants shall be required to
provide security in the form of cash escrow or an irrevocable letter of credit. The amount of the
security shall be based used upon the cost of the work required to ensure compliance with the
permit's items and conditions. The security, with interest at the rate currently earned by the town,
less any deductions, shall be released upon the town's determination that the Pernuttee has
successfully completed all work required by the permit. If the Permittee does not successfully
complete all required work or violates any requirement of the pernut, the town may take
corrective measures and charge the cost of such to the Permittee. Such costs shall include the
actual cost of any work deemed necessary by the town plus administrative and inspection costs
and penalties pursuant to the town's stormwater quality enforcement policy. In determining the
cost of work, a 15%administrative fee shall be assessed. If the total of such costs exceeds the
security,the Permittee shall be responsible for payment of the remaining balance within thirty
calendar days of receipt of an accounting of such from the town.
It is the Permittee's responsibility to request a release of the Performance Security. Please note
that eligibility for a full release is determined by adequate permanent stormwater quality control
features, including established vegetation. In most cases, a minimum of one year from the date of
seeding is necessary to determine vegetation establishment.
NOTE: This pernut is separate from any pernuts required by the Colorado Department of Public
Health and Environment,Water Quality Control Division under the Colorado Discharge Pernut
System.
FOR OFFICE USE
A lication received: O 2 d
Stormwater Quality Control Plan recei ed: '� �
Total Perfo ance Security collected: $
Date aid: .e, jL h Method of Payment:
$ cc�s�� � �NTiv
N�—
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 ACTNITY
AUTHORIZATION TO DISCHARGE UNDER THE
TOWN OF VAIL STORMWATER QUALITY PERMIT
� �� �
__ � _
� �� � !
STORMWATER MANAGEMENT PLAN
BEST MANAGEMENT PRACTICES
FOR
VAIL GOLF CLUB
HOLE #12 MATERIALS STORAGE
va1L
EAGLE COUNTY, COLORADO
OCTOBER 2012
STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTNITY
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....................................................................................................................1
(a) Construction Activity.............................................................................................. 1
(b) Sequence of Construction....................................................................................... 1
(c) Site Areas................................................................................................................ 1
(d) Runoff Coefficients/Soils........................................................................................ 1
(e) Existing Vegetation................................................................................................. 1
�� Potential Pollution Sources..................................................................................... 1
(g) Non-stormwater Components of the Discharge...................................................... 1
(h) Receiving Waters.................................................................................................... 2
3. BMPs for Stormwater Pollution Prevention........................................................................2
(a) Erosion and Sediment Controls .............................................................................. 2
(b) Materials Handling and Spill Prevention................................................................ 2
4. Final Stabilization and Long-term Stormwater Management............................................. 3
5. Other Controls..................................................................................................................... 3
6. Inspection and Maintenance................................................................................................ 3
7. Reporting............................................................................................................................. 4
8. Retention of Records........................................................................................................... 4
9. Site Maps
Sheet 1 —Stormwater Management Plan
Sheet 2—Stormwater Management Details
October 2012 Vail Golf Club, Hole#12 i
INTERSTATE BALD MOUNTAIN
HOLE #12 SITE 70 souTM ROAD �
FRONTAGE
ROAD
0
� � �_�' �
�,---_ —=
_l __
� -
1
• � (/ o
_,`:=ry�_. �i.� 10 -z�> -
� - .,�-� o � , � _ "s
- /�r�� i, '
�-�
' �;z��
� (L 1 � �`� — —
a oG' `� ,%o �� � � z�' (� �� ' < GORE CREEK
� �
� a � - � �
N � IO
� r' I
n ✓ `
� � � ,�d ''•< _ .
O �,y p r'.
� _ _
ln Y
N
�
� 4�� — - —J
� r —..
z
U
>
�
� GRAPHIC SCALE
�
o soo �oco z000
a �
m
3
a
� ( Itv FEET )
'c
1 inch = 1000 ft
�� VAIL REC �ISTRICT
a VAI L GOLF COU RSE
� H OLE #1 2
3 TEMPORARY MATERIALS STORAGE —
�
� -
v =
� VICINITY MAP - - _
�
, _
3
EDWARDS BUSINESS CENTER P.O. BOX 97
� = EDWARDS, COLORADO 81632 =
� (970) 926-3373 FAX (970) 926-3390
>
a
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 ACTNITY
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.
(fl 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 1
(h) RECENING 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-gound 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 LONG-TERM 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 3
(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 permittee 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
r� To�N �F �A��,
` 75 South Frontage Rd.
�� Vail, Colorado 81657
+� Stormwater Quality Permit
li 974-479-2333
TOWN��YAIL � # ? (Fax) 970-479-2452
Project Address: Vail Golf Club #12 & #19`h Hole Materials Stora�e
Permittee(Owner or Contractor):
Name: Vail Recreation District
Address: 700 S.Frontage Road East
Phone: 970-477-5274
Date Issued: October 29,2012
Date Expires: November 15,012
The followin� conditions app1Y:
1. Permittee shall comply with Vail Town Code, Chapter 14.-2 and Chapter 14-6, grading
standards,Vail Town Code;
2. Erosion and sediment control practices shall meet the design and maintenance criteria set
forth in the Stoimwater Management Plan;
3. A site representative shall routinely inspect all erosion and sediment control measures
and facilities to identify necessary repairs and maintenance;
4. Permittee shall perform maintenance on BMPs throughout construction to ensure
constant effectiveness until final soil stabilization is achieved and approved by the Town
of Vail;
5. Required modifications to BMPs must be completed i.n no case more than seven calendar
days following an inspection by the Town;
6. Permittee may be required to install additional measures at the direction of the Town due
to changed site conditions,BMP ineffectiveness or BMP failure;
7. Construction site access shall be routinely maintained to ensure that sediment is not
tracked onto streets and subsequently washed into storm drains. In the event that
sediment enters the streets from the construction site,it shall be swept or scraped by the
end of the same work day;
8. Clearing or stockpiling, except that necessary to establish sediment control devices, shall
not begin until all sediment control devices have been installed;
9. Soil stabilization shall be performed 14 days of finish grade;
10. Permittee shall remove temporary BMPs upon final warranty acceptance;
11. Storage of chemicals,petrolewn and liquid or solid waste must be stored properly as to
not contaminate stormwater or groundwater;
12. Concrete wash water shall be handled properly as to not contaminate stormwater.
Si�nature Block/Permit conditions
• I understand that it is my obligation to ensure that erosion control measures shall be installed and
maintained throughout construction,until final soil stabilization/re-vegetation is achieved.
• Should effective measures fail to be maintained,the Town or its contractor may enter the property and
provide necessary corrective measures and bill me for the cost or the Town may draw upon the
sec�ri�y for�e�mburseme t of its costs,plus 15%.
`'?/% 1 r� ! .
��"%�f`i� � .. C=�'�c j, ?7' �Z �% �.
Authorized S'gnature �, � f Date
iti; l�`,� .�, r � �:��S�,�J ��'.�v, `,����r�, ��;� .
This permit is issued to the pennittee for a speci&c operation. It cannot be reassigned,transfened or sold to a new user,different
premises or a new or changed operetion by a new owner.
__
nucmi�rrnu crrwirurc nG[RncnN/�pIMENT LON7ROL MEASURES ; � / _ . _ � II
_ - �2�° ��������`-' a
BE�ORE COMAAENCMC CRADING OR CONSTRUC710N ��J �� � �- -�� =�^' � -" � "
1.CIXJSTRl1GT STABLIZE�CON57RUCTION ENIRANCES AT ALL 701NT5 OF WGRE55 AND EGRESS. �-.- �� ` � . '�� -"'�� '' ' / .. � � �
_ �J.�NII II I II Z_ x P
_. �, / -.. � _.- _... ',.�°-- . � ' /�
_ J
2.CONIRACTOR SMALL TAKE APPROPRIATE MEASl1RE5 TO ASSURE 7HAi NO$EDIMENT LEA�ES THE 91E. � '"- '- -..-..--. . .. _ ,- _ ,,. :, ,�' / ..-� , .--' ��`.aP'•r Z
3.CONSTRUCT 9LT fENCE AND WATRES. , . �� / _ ��� �G~~.� �. - .�� / _ .-� "•%'°�•��J!�� � ���
_ ,
M Fi'
_
(} ," _ �� �
_
;���Yr
4.BEGIN GONSTRUGTION. , `. " � -�-- '�_� � , _J _. .� i '^"' ( ..YVJ'y� � h^�""� - -_ �J i'�n
__ � J iw iu
5.TOPSOIL AND REVEGETAIE ALL DISTIIRBEO AREAS. �...�" ' / RS�P-�� 1O � .� .. "�"�- -v�� E RoP� / _ ��s.-:(��. `�.�!-.h�T�^�` . q NII� ��m
.� _ ap ��a��alll
�ENERAL NO7E5 FOR SEOIIAENT CONTROL / ��`ijE _� .. .. _ �-' . .��... -" '�/ � �� �`RO�j�PCj/ _�" !"� r�_�'n�J.. .. ._.... _ . . ._ _ .. _ IIII W ;WP
" _
t. INSipLI AND NAINTAIN SEDIMENT CONIROL MEASURES IN RCCORDANCE N11H 7HESE PUNS AND -� � " -' -n� �TH ` � -� �� " - � -� ✓""� � �
r
AS NEEDED TO FREVENT SEOIMENT FROM DISCNARGNC. �-"� .. -'��.--'� '" ,.�„J �'� S� / _.-�' . „�- ,:.-,,,.,-�-",. � �"�, -� .,J�� � �
IIIII
2. ALL PROPOSED SEDIMENT CONTROL NEASURES ARE TENPORARY MEASURES UNLESS SPEGFIEO / ^ � " -�`✓� - ' - � :''��� ./ - -" � - � ���5 r � � �� /
OTHERNISE IXJ VLANS. ,... ._ ,...- , .. ..,� -.„ .�" �y � ..' ! � v i� �
3. SEDIMENT CONTROL AIEASURES MAY RE�IIIRE fIELll A�JUSTAIENTS AT iHE 111AE OF CONSTRUCTION --� �� 'y�� � � =� / � _ � ..� -�' " - // �.._
__
TO INSURE THAT THEIR INTEN�ED Pl1RPO5E IS ACCOMGLISMED. .� �- . ��'�- � ^'� � � "= '�.t+-� - "��� � �' �~
4. PRONOE CANTINUOUS IN�ECiION AND NAINTENANCE OF ALL SEDIMENT CONTROI MEASURES TO .--� -- _ '� -' � �� / ��--' `" � ^` �� .. GOLF COURSE '^
INSl1RE THAT SEDIMENT CONTROL EFFIGENCY IS OBTAINEO UNTIL f1NAL STABILIZA110N OF STE ' - `��� - � _.- ... .� � �
°�" l ��
t��
��_�;,� i � I � PARCEL BOUNDARY / �
.�- /
HAS TAKEN 7UCE --� -�� '� � ��l� �'�. / `
/
.. . ' .-'' / . ..- '.. �
� � � ��' . � �. '". i• \
5. INSTALI SEDIMENT CONTROL MEASURES AT ME ONSET OF CRADING OPERATIONS SO THA7 �- -:�� .-�� " ''-- ' ,,,�' , "- / � \ ivt
EFFEC7I�E SEDIMENT CONTROL CAN BE ACHIE�EO DURINC THE ENTIRE CONS1RUCiIDN PERIOD. -' ' � / . -' ����-'' .,,. " '8;oe � " ��.,. � / //�'� � `FAIRWAY
fi. STABILIZE ALL POINTS Of INCRE55 AND ECRE55 WITN CRUSHED STONE��1RING CONSTRUC110N TO � � '�` �� �v � '/ \ e��e�� '
vacvENr rnncKU�c ov Muo onro aueuc wnrs. �-` , ;/� ":..-°"`f�_ /�o.a,\ PUBLIC SERVICE C0. EASEMENT �
_ \^
7. MPROVAI SHALL BE REOUESTED UPON iINAL STABILIZATION OF ALL SIlES BEFORE REMOVAL OF � � _.- �Y :i`/�� +��CJ6 �� �(RE . . 35) ' ��// �' �� W
a=e C No 8653
B. CIXJTRACiO SHkL OBTAIN AN�CONFORIA TD STOF2MWATER OUkIN PERUIT AND KEEP S1REET5 / �- - .,�-^ .�f�'-,,.— ��! �p CD �' `/
STABILIZ
CIEAN AND FREE OF SEOIMENT. !--' � ,. -' � �� � \ CONS 11\UCTION " j� . -� �'� �j ;� Z Q
_� 'f ���� / � �►-� - ' \\ \ENTRANCE��-�'� i't �2jN j�E,' Ji �� /� ` �W �
_ _. _
-- �_ _.
�- �
� ��� � �����.�� " ' �� ,_ ` '; ; ! � ,�d � � �
�� � � � 5 ., �s � , �� �- ''` �60 ' ` , , � � �' '�`--'` ,i // � �1w
G % �- -
SL ,, G ..♦ �♦ f .56 5 t�'�_�/ � ' H��E ���i�; _ .- 1�,� � �" ►.f1��� \' -�_ -.._._. -- ._-- J� �
., . - � __ �� 59 , /
.-. :
, '"'
i , ��_ �.k� " ' �„58�' > >2S ���" - - ��'.!��_ �-_ � ����
�. \ �
_ -.
„ �
- - � .-v�_�. � � � � i�
�5..,�
�
:��.�� � -��. � . ' S9 i ,-��f ,,r'� � --��� / /�� 54 � O� J
�..v�'f/ �� -- � � ��� � .�W- - - � / -
_ r e ; ;" �� �'
_,�_ _ ,-,r�."e� �r' �x� _ , J -. 58 � ` FLOOD PLAIN
. �� �" .� ' .-!"'
� 100 YEAR
. �.. � f `\
_ %� � � Q
�,.':��" .��-' , �� _ _ � / / .�� � —
.- .. ,., -� -
�-s
�� ' �_.� ADD � �� �"/ , _ _ _�_ C Z
. _ .
,.✓�- . . _ _-_ � / I r L
57
� � ,
� ,,
��� r P-a-�d � � �, � /�,z '� i .: - - �
,
_ - '57 ALT. _
,.�f� _ -- _
�_r. - --- -
, ..�_ rr;...�... `,�, , _ _ - 56 / / /� \ � - _ —��"
� , , m
� , , . _
, ,, , �
_.W ,� _ _ - - �
;�� �
' �' �-��-� _�..`.,�� __ _ - -_-_ �i% ;/ �j � ��, `'` \ _ �r/.,,�-,..;
� �
, _ � '
� r,-..--�.. i ��a Q
�.,.� �'.�� � . "}" ��(r�� � ���-`�� / -/ ,ztH E �--''.�;�:- -� ��,'., , � �i� .t�....� �--�
� /"` jE � �. �` t5& � SAND TRAP / � C
— -- —__— �'�z.-..r-�-� 4� ��,�- w--�i�\,,- �> w Po ' t
_ � L
--', — — — � __ ' f ,.f�/ � ..-�'' - �:� ', / . � �i���t.,_�._,� f� Q
-� - ` � .
— — � � �..�.�� �. ,.�! . ,�,�-r''"''� ss � �,.�.c �. � �� w
', � � � ��� � �
,
. ,
_ , �
��� r � - I �a , �
. ,- —� --- _ � �
, �
,
�____�_ _-.---� _�" ��. �`t, -�'" ,:' � ��� `i�'' �
4 '
— ___ \ \' ` . � �
1 � � i � iIMIT�OF
__.... \ -�, r I ,r,�:,,,ti� �i � • �{� f, CONSTRUCTIO - � ��
V "��,- .� � � � ; .
� I ="� _. � . STR�` I I/ � t��-� P�:,. � FAIRWAY '..` � _
, _ � ; r ��
_----8�so---__-___- � —
, _ , , ; ,. y�,.,,-,.�.. (A TLE _� C�
_ _ _ _ __.. .- _ ___.� _ \ � " �, r - ' TYP.) � �ir; ,
,
� µ _.
.
-W .� _
, �
�_�� ; � ..---�
__ _ ___ �
,
� i i + ILT EN ;.�.�xfP >(n N
-_ � __ � . � , .�.- �
.,� �, _.__ ; � t-�,..,..�•�"-�'-�___ _ , � `'i, �.,..� '� /
___
� • � `� ���j , f � ��>, SHELTER DIRT;`�IVE � / ��� �
, �
___� ,
�
1
�, 1 ... /
^�. . ( ` � ' �� � I "�I�ti^-r�r � � � r
_._ . _ ,,-� �}
� r` WETLA DS,,,_ � � � I I } � � m
f ✓^��_� � � ��:1� �r� r , \
\ \ _`� � � _
r' � { ` f PUBLI� SERVICE C0. EA$�MENT L �
/ ``^r' ( (REC, No. 865334� � �
_...� �,., ---'_ ---.�.' _ . , �''�-„_ i . � - .. �.,../"' ���1 t-- 4 \
�` JJJ \ //
"�-,.. � ��-. _�'` f , .---�� � � �- � � � J '� ? 1 CONTRACTOR SHALL DEVELOP MEANS �/ �1
�� \ � , � `"�-';"" ``"`�� �-^_ lf 1 �"s..,,.✓' � � ����, � ANDMEfHODSTOCONTROLSEDI ENT � „
. � ` '�-- I�� ���� ` � � DURING CONSTRUCTION TO ASS E / %
�_ �� 'w ''�, � ,,'� ," ,� ;� �� �� � � '� r--. _ THAT NO SEDIMENT IS DISCHAR� � � �
.. .. � . . - _ .. �`'`- '`'.._.. : ' ,' ;` ' ,�� ,'� �\ . � . _ OFF-SRE.REMOVAL AND CL UP OF ��'`��'._-Y ' o
y ' ,.
___ �
/��.
��� .- \, . i ;� ;' %�� ; � 'r ' 'I � ���ANY SEDIMENT THAT LEAVE HE SITE IS //' `4 5
._._ _ ._.._ .,. - � - -- � .
NOTE: TOPOGRAPHY �__ - - ' '� 7HE RESPON516
�-r. � _ ._. �. �� � �.� , . � ����� �i � �--`_r.� TH� �,� ¢
PROVIDED BY --- — - '- �� �� �� _ �' G�� � �
' ILITY OF
_ . . , =_
_`� .-- __ , � . \ / a., ' � CONTRACTOR. / . f
_ � , i �
OTHERS. � �'°� � � � t i '��
. _ , ,-
_ �, � , t � .� �
,
,'
� � ' r / � ..� � / �.,' , . o
� � � ;•�� '� �� � - �
` coRE �. � � - � ,� �' � � . , , �;' � �, _ �.�, ��
/ �
..rw�,w-�.;; cREEK �"'; ��.fl�� ;'\. ,' �� r / t i�`` i'I � � � / i �^` ' 4 � y Z
, %
�� � . /
- ��`` .�-�. ._ �-,,�-r�U, ��:,� .�� �� ; -�h� �:�� ;,� J / t ,
i j� � , w� _
S_..�,.,_.�rti_5,,� _ �..���,�.� � \�� .. ��_ - . . ���/ .. � ',�� `' 1 '��, .� � �' I t_ ' ,, � " � N S
, ` °
��� � -, -�+„�. ,�""--.�V' ,.- � "i.�. .%'� - - , t � I j� � ..----- � l r � ( q � i �°n
r .. ��t - �..A . y { ., ` . _.`_ �' ,k . J:� .� -�� r,. „ �♦ �
. �_ t\;
-___._ �' ..� � �..a""'�..: ; � . S- ',. --� � '+.+r.i i ����. / W Y 40 O
,.�__ , , , ��`�,.�,� � -� �, � '� � x
� 1
_— -�, `� ?'� _-�.,Y.�� �.,y , �' , ,�! l a o
�
GRAPHIC SCALE � - _.� __
�..-,i,� ,. ... J�, ., _��,1 � i� / W
, _ , �r..� � �� ..... � ; // LEC#!!G' � � u � k'
o so 60 ,20 �',,r� r-,,, '\�� ��?a, ,� � i � � ... smuc„nn a ffi � o
_�..,\ ,,� � � ' .�� �-z �.rd', , ; � o�i�CoN
z
�`�, / o
�� �
i �'�` `1 1
'..\.- .J°*" \ . �
t� �,�. � `� "°�' �x� -, � � �' _. �__ 2�5 / —a.—�.T�
�� .
. � � �
P, . �,,,'',
( IN FEET ) ~�' . \�` . "� � :. �"�-.,-� �� � r._� g � _� \_ —"—sm�r w�rn�s SH;ET
1 inch = 60 ft. k � \ �� - �"'
� /
-��'� `� �``t� �"'-w.� � ��� . � � .�""`� ��_. ��� � �o�rme�
,° !
1'' �..-s i `31 �\ �� '� ��``� �,�^y,:: :. '. �cA . \\��,\ r�«;x�� "'", / %_
.` ' �
sa r�. bZ
cann uw,tea.e.�(aotis�a) ��t'—ta �
/war.n i�w m�.,aan e�� _ �S
?x�n,,��v5t ,k�%v� :2,i'���� �,e�,� �� —
STABILIZED CONSTRUCTION ENTRANCE
��ra.o �.:,•.,d_o•
1. STOK 9S-Ug II'GNSHFD SQEENEG XOpf.
1. IEMCTI-�5 PEOLYflED,BIR NOT 1F55 MIH Sp fEET.
1 MMYtXE55-NOT 1£SS T1�I1 4%(!)NCMFS
�, xaTM-m+p�root wrwu.eur Hm icss m�H mc rvu wo.n�r�ur�n rMwe wwns
W EC11E54 OCCUNi
5. FlliEft CLDM-'AU BE PUCED 01f%TIE ENTPE�nF�PN�OR TO NALMG OG SfONE
!. LFfACE W�IEA-ML 9JNfA�Y�1ER ROMWG W q1EN1E0 ttWIMiO CMSlIi11CMIX fNTINNYS
41ULL BE RRD ACRO53 111f EXIR�XLE. If PIPNO IS IWR�CIICAI.1 MWNT�&E pEqM MM 5:1
nnvc Nvu ee awurtrzo.
). 1dNlCF-1ME ENiR.1HfE 91ML BE M.MITAIND!��CCNpMN NIiM WLL PNC2NT IN�CNiNG
wr�aw�c or anwerrc onm vueuc mwisar-v�r. n�rs�ur acounE vEwawc rar wesswe
d�oanwr�srac rs coranons oEU,wo�w ucvun�ro/m c��raur a r+n uusu�cs
YSO 10 IXM gd1IEM. NL gl➢IIMENT SPAIE➢,pq0GVE0,N/SMEO 011 IIUOtED IXIM VYBIIC
xiar-a-r�v uusi ee wa�co w�m��r.scc a��u ircw�m ir�rucc ur�n r�Hnc av[xmu�¢
cauYnu�s.
p. ISMXG-Mf45 41ILLlE CIEUI[D 1D 11[MOYL ApYENT FlUOR RI EN1X�N¢RI10 PUBIIt
ItlWT3-6-WAY. EX WA9NNG 19 IIEqIpFL,R SHNI BE OOHE p!MI NtEA STIi&113ED MTI
smrc�wo nna ors�ws wro�r�rsvno�so unuw*mrwmo oc c.
9. PEXIOOIC M�ECOO!�M N�E➢N/JNIEXANLE SMALL BE PIIOMOm 1F2H EAW RNN.
o��
SYMBOL ON PLANS
A ISTABILIZED CONSTRUCTION ENTRANCE
sm�w w�mes:
rew ndi.,rn«ea..t«.,u���n rtoo.
ihu udim�nt bomir is EnignM/w IoM arbw flwa rwt to ticw0 1<fs Ior vndl onw,4op�IlalGr t�an 3:1 w
ahort�opea.md Mme fB!/aneef a not qaclieoEla Sbow Watllea can olw be hstdled on onlaur en fleepar
Mopn to rMUea sJr/aee,apreaE watr Ilor anE copWre aeElmenl. llia ltllowFg(�a bk1 Eeacrlptbn ol Ne SVaw
WotUe4 i�d�usea m0 hatollatlon.
1. 71i��aq ht i o Siro�WolHS is 9 in.Th�natdlad Mig�t is opproiimotNy 5-)N. TM�tanEOrd ImyM o/Sira�
Wotllea u YS k.,�wewr oMer Imqthe nll Ee maEe upan reyuest.
2. Stror 1'btUn crn Ee Natolletl m contwr o/alopq wIN a Miqnt Ao�nMOpa anqle at Me�e or ma row m aimw
tar Yor Eralnoq�arinq nwvy DiKf0ltatbn. Thq ean olw E�u��E at M�te0 ef tlepw ta prcwnt��Mlinq owr tM
�Eq�,md M�y wn b�uwE at lA�tw of�lopp. Strw WoHl�s con ol�a b�u�N alon9�iW�alk�ond cuN�anJ
o.o��e.�>m a.�toa ma inl�b to pw�nt pAimmt pqlut'wn.
a se.e.wo<u�,e�ne�Me ce.�i«.a��M«...��a.nm�an�.o�a.��a eay eo��.. in�y�„�,�w n�
placGO In buinpqe fwClea ta llOw 11011a TG<OpNf<!lGlTtrlt:tl�Gy Can Ce usW aa levd apGaEm lo prcvmt
eOnenbalaE 11w,pnA M D�<u of eOMan Dxms u Ek�c
4. 54ar Mp�tlq y�qiltl ba inatdleC in �tllow 4enMaa.2-4 M.deep EepanAFQ on i tyye antl dapa ateepneaa.
Diq M�d�epv 4mch b aai4�oomy pia md alropeal flopm:Cg Me al�allo�ro irmch br Aod,rocky ls anE
oenns Mapea. Um maaeow ma snowl lo Gg tna Vantl�,Mro�Ng ucwetee w0 to me up niX�fee to prevent rvn
M irom unGSrcullNq tM Waltle.
5. Wy i�e Wattle in tne trcnc�m0 ftake�ith 3/1'X 3/�'%IB'w 74'MooU rtokes ol ncn enE an0 1-/oot an
cenln. Mhen inattllinq running Ingl�a,Shaw Wa[tle nEa rieulE De e�ne�,�e r.miy my�m«w a��c i<e�a�,o�e
aetunly flOke!lpyGtFer. DO NOT OVERLM.
l.woetln(namlletl m alopo tnot ora steep>enen Yt anoll ee poeea at ta'hterwla nma tnm 20'Intevda.
SYMBOL ON PLANS W W W
STRAW WATTLES
36'MIN.FENCE PoST
�
20'MIN.
=pN. UNOISTURBED GftWND
EMBED FlIIER 0.0TM
MIN.8�INTO GRWND 16�MIN.
�
nN
SILT FENCE
�ppro�.Scdc 1'�2'-0'
:NCE PO575,
IB'MTO
k
�;
�n
_,
��N.
CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
NOTES:
1.9LT fENCE TO BE fASRNEp SECIIREIY TO FENCE POSiS M1M N1RE 11E5 OR STAPLES
1.Fl�TER CLOTH TO 6E FASlENEO SECURFIY TO FENCE N1M TIES SPACED E�ERY 21"AT
i0P AND MID SECTON.
3.YAIEN TWO SECTIONS OF FlL1ER CLOTH AD.pIN EACH OTHER THEV SNALL BE O�ERLAPPED
9Y 51%INCHES AND FOLDED.
1. MAINTENANCE SHALL BE PERiORMED AS NEEOED AND MATEPoFL REMO�ED NMEN'BULGES'
DE�fLOP IN 7HE SILl FENCE.
POSTS:STEEL EIIHER T OR U TPE OR 2'NAftDNOOD.
FILIER CLOTH:iIL7ER X,MIRAFI 100%,STA&LINKA T110N OR APPRO�ED EWAL.
PqEFABRICAIED UNIT:GEOiAB,ENN0.0FENCE,Oft APPROYED EWAL.
��� SLT SLT
SILT FENCE
U
? m__
C�
Z
�
LJ..�
W
Z
�
Z
W
a
�
W
W� �
NW �
�� 0
�� �
O� J
�Z�,Q
QJ—^'r'
I..L
����
�wWQ
0���
�� w
3 W
J� �
QO =
�� N
�
0
� N N
_ � O N
O N
� N Y � O
� w
� � y O
Z
W ¢ W p Q
O O � p
SHEET
2