HomeMy WebLinkAbout20143596.tiff EXHIBIT INVENTORY CONTROL SHEET
Case USR14-0053 - EQUUS FARMS, LLC
Exhibit Submitted By Description
A. Planning Commission Resolution of Recommendation
B. Planning Commission Summary of Hearing (Minutes dated 11/4/2014)
C. Planning Services PowerPoint Presentation
D. Sheri Jones Correspondence
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Tisa Juanicorena
From: Chris Gathman
Sent: Tuesday, November 25, 2014 12:13 PM
To: Tisa Juanicorena; Karla Ford
Cc: Esther Gesick; Wayne Howard; Diana Aungst
Subject: FW: Equus Farm USR14-0053 Draft Final Plat
Attachments: Equus Farm USR14 0053 Draft Final Plat.pdf
Here is some correspondence received over the weekend from the applicant's engineer RE: USR14-0053.
Thanks,
Chris Gathman
Planner III
Weld County Department of Planning Services
1555 N. 17th Avenue,Greeley CO.80631 O11113f
Ph:(970)353-6100 ext. 3537 •
Fax:(970)304-6498
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Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication.Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Sherri Jones [mailto:Sherri.Jones@vista-engineering.com]
Sent: Saturday, November 22, 2014 1:11 PM
To: Chris Gathman
Cc: 'John Finegan'
Subject: Equus Farm USR14-0053 Draft Final Plat
Chris:
The attached .pdf is the 5 sheet set of USR14-0053 Final Plat (DRAFT). We have not received an approved
access permit number to place on the plat. We have not received an Improvements & Road Maintenance
Agreement from Weld County Public Works. Item 1.B. does not apply, because the water depot is not located
in a flood plain.
Are there any other outstanding items?
See you Wednesday,
Sherri
Sherri D. Jones, P.E.
Senior Project Manager
Vista Engineering, L.L.C.
21220 Scott Rd
Calhan, CO 80808-9240
Land Line 719.749.2029
Cell 303.810.2703
2
DATE:
11 .26.2014
USE B Y SPECIAL REVIEW USR 14- 0053 FILE NAME:
SR
WA TER FILL STATION SCALE: 1 " = ,
2000
A Parcel Of Land Located In Section 2 Township 3 North , Ran e 62 West, DRAWN BY:
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CountyOf Weld State Of Colorado CHKD BSDJ
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Z PROPERTY DESCRIPTION PROPERTY OWNERS APPROVAL PLANNING COMMISSIONES CERTIFICATION SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS
Ct The Northeast 1/4 and the West 1/2 of Section 2,
W Township 3 North, Range 62 West. The undersigned, being the major propert(s) do hereby agree to the This is to certify that the Weld County Planning Commission has 1. A Site Specific Development Plan and Use by Special Review Permit, USR14-0053,for a Mineral Resource Development Facility including an Oil and Gas Support and Service Facility O
U) Said Parcel Contains 456 Acres or 19,863,360 SO FT Site Specific Development Plan and Use By Special Review Development certified and does hereby recommend to the Board of County (Water Depot)in the A(Agricultural)Zone District,subject to the Development Standards stated hereon.(Department of Planning Services) 'Z
3 Standards as described hereon Commissioners, Weld County Colorado, for it's confirmation, approval and ^,�
this day of AD 20_ — adoption of this Site Specific Development Plan and Use By Special 2. Approval of this plan may create a vested property right pursuant to Section 23-8-10 of the Weld County Code. (Department of Planning Services) W
✓ Review as shown and
... Owner: 3. The hours of operation are 24-hours a day, 365 days a year,as stated by the applicant(s).(Department of Planning Services)
CD described thereon this day of , 20_
(1) By: As: 4. The signage on the site shall be maintained in accordance with Chapter 23,Article IV and Appendices 23-C,23-D and 23-E of the Weld County Code.(Department of Planning Services) Z
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Chair, Weld County Planning Commission 5. All liquid and solid wastes(as defined in the Solid Wastes Disposal Sites and Facilities Act, Section 30-20-100.5, C.R.S.)shall be stored and removed for final disposal in a manner that
W protects against surface and groundwater contamination. (Department of Public Health and Environment) Z
NOTARIAL CERTIFICATE
O 6. No permanent disposal of wastes shall be permitted at this site. This is not meant to include those wastes specifically excluded from the definition of a solid waste in the Solid Wastes
CL STATE OF ) BOARD OF COUNTY COMMISSIONERS CERTIFICATION Disposal Sites and Facilities Act,Section 30-20-100.5,C.R.S.(Department of Public Health and Environment)
ss.
W COUNTY OF ) This is to certify that the Board Of County Commissioners, Weld County, 7. Waste materials shall be handled, stored, and disposed of in a manner that controls fugitive dust, fugitive particulate emissions, blowing debris, and other potential nuisance conditions.
J Colorado does hereby confirm and adopt this Site Specific Development The applicant shall operate in accordance with the approved Waste Handling Plan,at all times. (Department of Public Health and Environment) H
H The foregoing certificate was ackowledged before me by Plan and Use By Special Review and Development Standards as shown 8. Fugitive dust and fugitive particulate emissions shall be controlled on this site. The facility shall be operated in accordance with the approved Dust Abatement Plan, at all times. I"'I
p and described hereon (Department of Public Health and Environment)
Ct as of
this day of , 20_ 9. This facility shall adhere to the maximum permissible noise levels allowed in the Non-Specified Zone District, as delineated in Section 14-9-30 of the Weld County Code. (Department of
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3 this day of , 20_ _ Public Health and Environment)
4(
H My commission expires Chair, Board County Commissioners 10. Adequate drinking, hand washing and toilet facilities shall be provided for employees and patrons of the facility, at all times. As employees or contractors are on site for less than 2
O Notary Public consecutive hours a day portable toilets and bottled water are acceptable. Records of maintenance and proper disposal for portable toilets shall be retained on a quarterly basis and
a_ ATTEST: available for review by the Weld County Department of Public Health and Environment. Portable toilets shall be serviced by a cleaner licensed in Weld County and shall contain hand
LU sanitizers(Department of Public Health and Environment)
(SEAL)
0 Weld County Clerk to the Board 11. The fresh water storage and loading system shall be operated in a manner to minimize spills. Fresh water spills should be captured in above-ground containment areas for reuse or
Ct allowed to infiltrate. There shall be no discharge from this process to surface waters or through the facility's stormwater management system, in accordance with the Rules and
Ll.l By Dated: Regulations of the Colorado Water Quality Control Commission, and the Environmental Protection Agency. (Department of Public Health and Environment)
H Deputy Clerk to the Board
a12. The operation shall comply with all applicable rules and regulations of State and Federal agencies and the Weld County Code.(Department of Public Health and Environment)
11.1
13. Sources of light shall be shielded so that light rays will not shine directly onto adjacent properties where such would cause a nuisance or interfere with the use on the adjacent properties in I—
(10 accordance with the plan. Neither the direct, nor reflected, light from any light source may create a traffic hazard to operators of motor vehicles on public or private streets. No colored Q
d lights may be used which may be confused with,or construed as,traffic control devices. (Department of Planning Services) Q
co 14. The signage/lighting on the site shall be maintained. (Department of Planning Services)
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LL 15. Should noxious weeds exist on the property, or become established as a result of the proposed development, the applicant/landowner shall be responsible for controlling the noxious
C' US 34 weeds, pursuant to Chapter 15,Articles I and II,of the Weld County Code. (Department of Planning Services-Engineer)
CO 16. The historical flow patterns and runoff amounts will be maintained on the site. (Department of Planning Services-Engineer)
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17. Weld County is not responsible for the maintenance of onsite drainage related features. (Department of Planning Services-Engineer)
C 18. There shall be no parking or staging of vehicles on County roads.On-site parking shall be utilized. (Department of Planning Services-Engineer)
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PROPERTY OWNERS WITHIN A 1/2 MILE RADIUS
19. All construction or improvements occurring in the floodplain or floodway as delineated on Federal Emergency Management Agency(FEMA)FIRM Community Panel Map#080266-0800C
Ji1. Parcel 104934100005 Brainard Gu R JR Trust dated September 28, 1982. The property owner shall comply with all applicable Weld County requirements, Colorado Water Conservation Board requirements as described in Rules and
r, y Regulations for Regulatory Floodplains in Colorado,and FEMA regulations and requirements as described in 44 CFR parts 59, 60,and 65. (Department of Planning Services-Floodplain)
(n 03 2. Parcel 104935100002 Brainard Guy R JR Trust 20. Floodplain development permits will be required for development activities located within the special flood hazard area. The FEMA definition of development is any man-made change to N
D improved or unimproved real estate, including by not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, drilling operations, or storage of Z
C CI 3. Parcel 121903000004 Brainard Guy R JR Trust equipment and materials. (Department of Planning Services-Floodplain) O
?' 4. Parcel 104934100005 Equus Farms INC 21. FEMA's floodplain boundaries may be updated at any time by FEMA. Prior to the start of any development activities,the owner should contact Weld County to determine if the floodplain (n
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F- boundaries have been modified. (Department of Planning Services-Floodplain)
0 5. Parcel 1 049 3 51 0 000 2 Equus Farms INC permits may q y g p by y >
CU 22. Building be required,per Section 29-3-10 of the Weld County Code.Current) the following have been adopted Weld County:2012 International Codes,2006 International
LL 0 Energy Code,and 2011 National Electrical Code.A Building Permit Application must be completed and two(2)complete sets of engineered plans bearing the wet stamp of a Colorado
6Il
. Parcel 104936200002 Equus Farms INC registered architect or engineer must be submitted for review.A Geotechnical Engineering Report performed by a Colorado registered engineer shall be required or an Open Hole
C Inspection. (Department of Building Inspection)
7. Parcel 121901000008 Equus Farms INC Q
Cr 23. The property owner or operator shall be responsible for complying with the Design and Operation Standards of Chapter 23 of the Weld County Code. Q
w 8. Parcel 121902000002 Equus Farms INC
24. Necessary personnel from the Weld County Departments of Planning Services, Public Works, and Public Health and Environment shall be granted access onto the property at any it
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O 9. Parcel 121902300003 Equus Farms INC reasonable time in order to ensure the activities carried out on the property comply with the Conditions of Approval and Development Standards stated herein and all applicable Weld N
O County regulations. Li
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✓ 10. Parcel 121903000004 Equus Farms INC 25. The Use by Special Review area shall be limited to the plans shown hereon and governed by the foregoing standards and all applicable Weld County regulations. Substantial changes > co) LJJ N
0O from the plans or Development Standards,as shown or stated, shall require the approval of an amendment of the Permit by the Weld County Board of County Commissioners before such Ili N) a I- Q
i 11. Parcel 1 21 9021 00004 Equus Farms INC changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services."Cr Ct II) 5 0
O26. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards Q - (n a
(N may be reason for revocation of the Permit by the Board of County Commissioners. J Q
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U SHEET INDEX 27. WELD COUNTY'S RIGHT TO FARM:Weld County is one of the most productive agricultural counties in the United States, typically ranking in the top ten counties in the country in total Q I— O
market value of agricultural products sold. The rural areas of Weld County may be open and spacious,but they are intensively used for agriculture. Persons moving into a rural area must C) I Fry Wu
o 1. USR TITLE SHEET recognize and accept there are drawbacks, including conflicts with long-standing agricultural practices and a lower level of services than in town. Along with the drawbacks come the LJJ W
incentives which attract urban dwellers to relocate to rural areas: open views,spaciousness, wildlife, lack of city noise and congestion, and the rural atmosphere and way of life. Without
Z neighboring farms,those features which attract urban dwellers to rural Weld County would quickly be gone forever. el— It CL
2. SITE&PARCEL (/)_2Agricultural users of the land should not be expected to change their long-established agricultural practices to accommodate the intrusions of urban users into a rural area. Well-run (I)
Q agricultural activities will generate off-site impacts, including noise from tractors and equipment; slow-moving farm vehicles on rural roads; dust from animal pens,field work, harvest and
3. WATER DEPOT SITE DETAILS gravel roads;odor from animal confinement,silage and manure;smoke from ditch burning;flies and mosquitoes; hunting and trapping activities;shooting sports, legal hazing of nuisance
0 wildlife; and the use of pesticides and fertilizers in the fields, including the use of aerial spraying. It is common practice for agricultural producers to utilize an accumulation of agricultural CO D /'1J = Z
machinery and supplies to assist in their agricultural operations. A concentration of miscellaneous agricultural materials often produces a visual disparity between rural and urban areas of �V1 i LU
4. CONTOURS the County. Section 35-3.5-102, C.R.S., provides that an agricultural operation shall not be found to be a public or private nuisance if the agricultural operation alleged to be a nuisance Ll.l W O
1\\ employs methods or practices that are commonly or reasonably associated with agricultural production.
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d \ 5. DETAILS Water has been, and continues to be,the lifeline for the agricultural community. It is unrealistic to assume that ditches and reservoirs may simply be moved"out of the way"of residential D
gd- 414 development. When moving to the County, property owners and residents must realize they cannot take water from irrigation ditches, lakes, or other structures, unless they have an
adjudicated right to the water. L()
Weld County covers a land area of approximately four thousand (4,000) square miles in size (twice the size of the State of Delaware)with more than three thousand seven hundred LO
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CO (3,700)miles of state and county roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to
NOTE: THERE ARE NO RESIDENCES WITHIN 1/2 complaints more than on patrols of the County, and the distances which must be traveled may delay all emergency responses, including law enforcement, ambulance, and fire. Fire r PROJECT#
protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed,will not provide
O MILE RADIUS OF PROJECT LOCATION the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm.
CN Services in rural areas, in many cases,will not be equivalent to municipal services. Rural dwellers must,by necessity, be more self-sufficient than urban dwellers. 2014-011 -001
People are exposed to different hazards in the County than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for
r `// pumps and center pivot operations, high speed traffic,sandburs,puncture vines,territorial farm dogs and livestock, and open burning present real threats. Controlling children's activities
L is important,not only for their safety,but also for the protection of the farmer's livelihood.
EROJECT LOCATION
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,/,—Is'_"U—22" -ZP--"-L2"-x,i GENERAL NOTES
6" x 8 e 6-4 POS" x � / 3' 3' 7,8'
23 9'/ / � / ':DUN IPHINK �:i _, _ N BET' F14 BE AEF'. P FEJNDATI,N IA' EE CAST :N PLACE PR ERE.AHT. — = A A V —�.� DI+ x I' �T x, A �. .,}!D� PE ffOR ING PR SH+I RE a NT 6D_
( ����f •. e ���� •�,h ALL TIME'. SAN_ BE TREATED I! NEORMAN E VIIH AISH E I. 33 AND YPA .14.
.�^1L � 4 WINS, HIS'S 4+1 i MADE OA r II.0 UI NAIIV -INNS
2�X2'X24" STRAW
E PLAN VEWI FOR:
NOTES 4'-c �� � �� 9 N „2.6» . 11 F1 �SKIM. NI H , u ?:a rA.n Mr.rir MIN„MwMe =TA LS
BALE LENGTH _ —�' ALL sIkus IF L SILL sHAL 99 A9RICA'S NL P N ED NTH +Lu
36" TYP f 4 I DAnc:F W tr sFcnlN 19 NiI n,.0 rr H'. GA VII IN .rN IM.MI(: ,IH
IS MU TNT SPEC IVHTI N ..MD'-211:;5
A STAKE -LOGAT ON(S) OF STRAW BALES. �• � ��, • A All SIRUCI R STEIN SHN III FM IC AAx I Al 1A5'11 09. ;ENE 56. SCAL- •
�►+� ' - • �� .d NE DING SHNl NHSM II Mil WS SBL(I V w LNG E AND ACH 0
2. STRAW BALES SHALL CONSIST OF CERTIFIED WEED FREE STRAW OR HAY. LOCAL a _ ice" �;A 'Yy� l` sI vrnPL r IE ccTlrms rF x m as TPlcrsAl sT HI^Pxu RPn s. \ 0 C A —
JURISDICTIONS MAY REQUIRE PROOF THAT BALES ARE WEED FREE.
I _ �C•c s F. wrr', n CAMP (HARD Is -c PE Ia"raLTc IN IMPR,m3s a rrPA r,cL2JAr DRn1vA-a
FLOW c- 7 _ _ ���. / 'I __ et PR1 Du D NSF ul', ;LTA'
.,..PADt TAMA6l_DLU. I TL Acs
3_ STRAW BALES SHALL CONSIST OF APPROXIMATELY 5 CUBIC FEET OF STRAW OR HAY AND a' T 'I _- eL A, Wru (N niL FLAvs N .LI a EPA M,+'- R Gv iLLRLu-
BACKFILL AND COMPACT WEIGH NOT LESS THAN 35 POUNDS. '� — — 1�i�'�/ Iw�Au n.r,.; fllvuLR ur< .,ILLL, HALL E- SILT_ unLLss L li <wl.- _I.�GnN cr, na
EXCAVATED TRENCH SAIL �� J' \ IL_ I J TJRE Er'A.AT11N ANJ STRUCT IRE EA'KF WILL LCT EE MEASHRED AND 'AID 4CF A WA �'
4 WHEN STRAW BALES ARE USED IN SERIES AS A BARRIER, THE END OF EACH BALE SHALL T ,- _ � � .,.1:.):::•Hp ��� _�� SHALL PE ICLJG-c ;N THE WEER R J J
BINDING WIRE BE TIGHTLY ABUTTING ONE ANOTHER. b •OR TWINE
5. STRAW BALE DIMENSIONS SHALL BE APPROXIMATELY 36"X18"X18". TIMBER WINGwN' .AF N' STEEL WING / Y,! DAx5 °_LI IqA BAFC=.
THRJ PEST 3,r
TYPICAL CATTLE GUARD INSTALLATIONS FJ�/ " IN rCUNEAT:us_ C /< D BY:
STRAW BALE 6. A UNIFORM ANCHOR TRENCH SHALL BE EXCAVATED TO A DEPTH OF 4". STRAW BALES BELTS PROJECT l2 RECD.
SHALL BE PLACED SO THAT BINDING TWINE IS ENCOMPASSING THE VERTICAL SIDES OF THE 9' 4%A </-' IS h .5'i
' AGE c T �.- 5
BALE(S). ALL EXCAVATED SOIL SHALL BE PLACED ON THE UPHILL SIDE OF THE STRAW BALE(S) ////v .27, �Ti,= �� 4',�3�� Y C'—1
AND COMPACTED. �, �'I -BR �vo�a wincACE ..<
� �, 4 e� 4s � JJ Ll
IC "1 p MO II-IF I
7. Two (2) WOODEN STAKES SHALL BE USED TO HOLD EACH BALE IN PLACE. WOODEN -t ,1 � , aIF ._
Ob. Ek J.I._ ..NIL
_ I STAKES SHALL BE 2'X2'X24 . WOODEN STAKES SHALL BE DRIVEN 6" INTO THE GROUND, 2' I- PRI F _ NECESSS IF I /U WITH NIr +
�/ N A37AE EFFACE '1 /< q� 14 V C r=, lI+ dECES5AF1 1 If TWN WISH tS
LL IC Yee o EL W.NC, ..--",c
'�
IX STRAW BALE MAINTENANCE NOTES AND /" EP Fr �o �` "" 1 sPLCL r
54 -WEEP WIN (PDT . ,� • _ _., '��. �' Y." �.,. 9011 TWC
L 4" MIN I. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. -11; 3J '- 1 r / 6 EEE R u:v6 LA�Eu ; a . u.�s rA ' ern ,iiiie( ) -,�, " " - IH ORBHND CAST�I - ,,. ' .ACE
I6"—I—:eTle I— a-1:a"._ -- "`'*L LL, HriFtiTGLCI MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS 1 2
• • fff/// POSSIBLE AND ALWAYS WITHIN 24 HOURS FOLLOWING A STORM THAT GAUSES SURFACE CAST-IN-PLACE
FOUNDATION FOR \t 4 #1 CL F D A ILLL` CA x Its wIL�LrEF, ,I�> 1-
L i BALE WIDTH EROSION, AND PERFORM NECESSARY MAINTENANCE. + p 3 QI G DnD-
18'� TYP I\ 6 4 -
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN J'4 10 FT. THRU DRILLING LAYOUT
LLMrJi 42 ROADWAYS
EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE PRECAST P: \
Z TRENCH FOR STRAW BALE DOCUMENTED THOROUGHLY. PORTABLEN MULTIPLE GRILL UNIT CONNECTION
W FOUNDATION FOR
LLI 5 WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 10 FT., 12 FT., 14 FT., nIRrcr:nD DI} TP.AVEI CIFEC :Iv D RA _L -
0) DISCOVERY OF THE FAILURE. AND 16 FTD . ROADWAYS I 13 $FACE' AI . LACII - - W
9' '0 IZ OR 'A UN S L I S,. MI 7 '.: C4 x 2535 n—D 0 r9PC DF CH AND SH. H— )'x, 4
4. STRAW BALES SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, ROTTEN, OR TINDER 510 T_ 4 RDADWA'S - CR1.I _TINE.-TIN �2 T T' a° T 4> ,N ,D
Lf•) DAMAGED BEYOND REPAIR. wir.' �2'-D' ��ROADWAY_ 4 x AND r:,AN i . : cL 0�� '1 j j z�,i 1T REAMS Oni Iwm�_I i2 24 IF i " -i- . ., rte,
.... NEEDED TO SEDIMENT
MAINTAINACCUMULATED
FUNCTIONALITY UPSTREAM
OF FT STRAW
E BALE
TYPICABARRIER LY H SHALL EN BE
OF REMOVED
ACCU ASAL4TE0 - ! - 4 ELAM '5125 R / G 0 � � P H . ;<' LNIT LENGTH
��//
U) BALE WIDTH GE L.16)
�.— 7,ff ,' ` ��,RE 0 ' END PLATE,EACH E>> 1�'O 2..x2'x24" l 22-4/5--
T
N 18" TYP STAKE5 L= Dr ,�� p c4
R
SEDIMENTS IS APPROXIMATELY Y4 OF THE HEIGHT OF THE STRAW BALE BARRIER. Nu iA.i B�RWa18ie 6 • u.ey- " �` 4'---- H .c CLwr+ =.c-E l;' HARING FAL�
�' � .'—' y�.
BACKFILL AND COMPACT LV� 6-41/4, _I T<Ta
co EXCAVATED TRENCH SOIL 6. STRAW BALES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS Fes,<� �Sx'. 9' NECPALNE BEARING PA: 6/: NEFT H
STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. '7''. ''----E.,:_9 'ENN PLATE ',3:\/.28 ,N.L_ - 9 4;z' -
Q 8" TYPELEVATION VIEW NIT
SIDE VIEW �-
FLOW 7. WHEN STRAW BALES ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH WELDED GRILL CROSS SECTIONS
W TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL
O 6 " MIN t JURISDICTION.
4" MIN I
a (DETAILS ADAPTED FROM TOWN OF PARKER, COLORADO, NOT AVAILABLE IN AUTOCAD)
d SECTION A NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
LLI CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
o DIFFERENCES ARE NOTED. RRTCA
sF ST Ca--I. ACE TYAL
ROAL TH CRI_L f J f EIN A RILL
DETAIL SBB— 1 . STRAW BALE a s = a WurH (FT RE E IE L LN�RCE N xLESHT
.8 (FL; ( 'J' ME U_°I'-) LB J 'LE5.1
]D HRU 42 ROADWAYS AT 2 INTERVALS b - 4 x E A '9'-4Tr, I
6,IC',:]',vR V 6F11 U`1. GHJI "VI7 MNS 5'/L 2" T°PIGI, C 7' . 6 6 "
:0 5 6 295 5.6 31E 24 .946
' H3 x A—, PRIM2,-IR; .Z 12 e.5 347 6.5 364 F 2316
_ d z' x6 se" II I
T [I . , :4 14 !< 3 i iA +99 71 JI NI
Cti I N e 7' r 6 6' ? H H Ni. c_4 al 3 1" ll38
.2" (1vF.) I TOR MJL PLE [_I 6/i'�) H I o/. ' f A •
(L J7,.x� s,I GRILL USE T.LT I L 2 TYPICAL f ' 2' x 6 x 7 .: :8 8 IC 9.0 482 .E 3434
\ � - IT --- 20 17 IC 9.8 518 2: 3806 fl
PH U L I M N r 9 - 2' x 6 x a 4
a 11 DIA.':'E \ v,'' JiA , _ h -2' x 6 . 10-2' 2 12 12 IC H6 S' 74 42/4
LL. �' IN R F j, ` ?.CI 4 T or i4 I% 17 11.5 .,GI Ip 4666
-91 - IIR'ALC FCC DsP` 169 NAT'S I _V", 2 L3"
IX SF 12 14
2: 3938
—SF — SF 26 11 14 13.� �� 2. :420
CO r ONE TIMBER WING
1 Yz., 1 ..1/2"z., } — E4 :RR JES
(RECOMMENDED) WOODEN SII T FENCE INSTAI I ATION NOTES 19, ' i TD r, Ic K. u.9 1 a -asa
/ Fli) ENCE POST WITH 10' MAX
r
SPACING 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER + A Al, v x 9 1 �.t . .c Ti 1ss n 2. :D2
PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION —1.;' NnralEs IS I :9"----2.—In I 1a vA�IEr LPL b , , z 4 9 . es,r6 zF , .2 1'r 16.n N.M. IF aH4
•— AT LEAST SEVERAL FEET 2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR ' CONSTANT sPr,;;:Nr J 2:
SILT FENCE ( / C 2" x x 34 -'a 2 12 V.3 9366
BONDING AND DEPOSITION 9 - I4 BARS 4a l 2 14 Ih.a 19 '4H
E GEOTEXTILE d I VA" . ' . E9. r l .n 14 1n.N 6 x 61381-
O 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT PRECAST PORTABLE FOUNDATION CAST-IN-PLACE FOUNDATION e L, . IF' N e . .`.5' 35 He FOUNDATION QUANTITIES
w FENCE INSTALLATION DEVICE. NO ROAD GRADERS. BACKHOES. OR SIMILAR EQUIPMENT SHALL f — I/;' x IV N y4' . 40" " LBS. (
BE USED. r'NHN MI IN PI ACT, 9 we' x 1y,. 25. v,' x 25 2 7
A LUNS.ISLINAl BAR5 1,/END/IC WL:SEI O
CT 3 COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. ELEVATION OF FOUNDATION FF7M ANT, NHL THE ATERAL h x E 1,i. BAR5.13 IBS. Brzc �:125.:
LLI SU IIA "HNI 3E H IV 9(= IW' S x 10" , BAPS - 1.2:. .115. I
i COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR NTH A 2 IN.RA:NS AND H':DA /1( /
COMPACTED TRENCH BY HAND E�.nNLE PER�END:CUL Rv 6' x e' x 7'-s" :MBER Pcs
BACKFILL IC IN FRBM THE REVD 10' 1946
_H IMPL S.SHEET= -IM5 12' 212E
CO
LL 4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD I I I
BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. ONE STEEL WING r'r n(
O
WING QUANTITIES WELDED GRILL UNITS
= FLQW -_ 36"-48" 5 SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES O
CT T _ TYP. OR NAILS WITH 1 " HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC
LJ� EXISTING J/ DOWN THE STAKE. 3i` ^ '(' 6E' T:MBER�
r GROUND I w:Nc _r,Lv Y
O 6 AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE ' 3" N
96" MIN TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A "J—HOOK." THE "J—HOOK" 12' I i :a/< • H 11A B� s
2y<' t
r EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP 1 _ T 4 r' > V III N
AT LEAST 10" RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' 20'). 'C / j4 ' -RRu- L', �,- _ 3„ A N rIIII �I�j
Oj I I 1 8" 12' _ _ _ MD C.4 N
MIN 7_ SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. _ z 31 I ~ )
TAIL' SHALL BE EANII T 1I I C O O
OF SILT FENCE I • D' � PIP INSERT PRE"AS- l0' I r_ . I L I 3,
O 4" MIN } r..,.M3LY ® E'VC PIPE 4 44 BAPS % 2C' - 2<" A
N SILT FENCE MAINTENANCE NOTES 12' - _ - �" i 12 O
IP
o BURIED 1 1 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 1 BIR _ E snE ,,„_..1 �1r %, B� I J �, ±„ �� cp I ry p4 I 4"
ED
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS I. B r
(3 POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE - _ I'I/" '.l'A°m.l.l- 4
Z EROSION, AND PERFORM NECESSARY MAINTENANCE.
6-4%z VC PIPE I I N
END SECTION OF FOUNDATION LATERAL SUPPORT CIDL
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN SECTION A-A ELEVATION OF LATERAL SUPPORT SECTION B-B (y D (f) III
Q SILT FENCE EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE >_ (I')
ct DOCUMENTED THOROUGHLY.
m )
0 POSTS SHALL OVERLAP
AT JOINTS SO THAT NO GAPS 3 WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON 1 W/y n
2 JOIN EXIST IN SILT FENCE DISCOVERY OF THE FAILURE. II
d FIRST
oo 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED )
N TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATEDLED
65 ROTATE
SEDIMENTS IS APPROXIMATELY 6". DETAIL 3 CATTLE GUARD Lii
LO
CO SECOND
R 5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING,
POSTS SHALL BE JOINED AS TEARING, OR COLLAPSE.
r SHOWN, THEN ROTATED 180 DEC. THICKNESS OF GEOTEXTILE HAS PC J =C T#
0 IN DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED, TYP 6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED
N INTO THE GROUND AND APPROVED
BY E LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER
SEDIMENT CONTROL B 201 L 011 001
L SECTION A 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL,
O SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION.
E (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, NOT AVAILABLE IN AUTOCAD)
> DETAIL 2 SF- 1 . SILT FENCE NOTE_ MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
O CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
Z DIFFERENCES ARE NOTED.
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