HomeMy WebLinkAbout2.0 Floodplain PermitVIII Par1:114MIL r t l aikii.TICC 4 `IVIVila11111
Reception#: 905466
04/13/2018 04:13:09 PM Jean Alberico
1 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
LAND USE CHANGE PERMIT
for
DEVELOPMENT WITHIN AND ADJACENT TO MAIN ELK CREEK ASSOCATED WITH
PROPERTY OWNED BY MAIN ELK RANCH LLC, LOCATED IN PORTIONS OF
SECTIONS 1 AND 2, TOWNSHIP 5 SOUTH, RANGE 91 WEST OF THE 6TH P.M. AND
SECTIONS 35 AND 36, TOWNSHIP 4 SOUTH, RANGE 91 WEST OF THE 6TH P.M. AND
MORE FULLY DESCRIBED IN A SPECIAL WARRANTY DEED RECORDED AT
RECEPTION NUMBER 883687 WITH THE GARFIELD COUNTY CLERK AND RECORDER
PARCEL NOS. 2125-024-00-002, 2125-021-00-188 and 2125-021-00-100
File No. FDPA-09-17-8575
In accordance with the Land Use and Development Code including but not limited to Section
4-109, Development in the 100 Year Flood Plain, the Director of the Community Development
Department hereby authorizes the following activity:
CREEK RESTORATION AND FISHERY HABITAT IMPROVEMENTS TO RESTORE THE
CREEK CHANNEL TO A NATURAL CONDITION AND IMPROVE AQUATIC AND
RIPARIAN HABITATS ON AN APPROXIMATELY 1 MILE SECTION OF MAIN ELK
CREEK, ALSO KNOWN AS THE MAIN ELK AQUATIC HABITAT IMPROVEMENT
PROJECT, AND FURTHER DESCRIBED ON THE SITE PLAN ATTACHED AS EXHIBIT B
AND IN THE APPLICATION SUBMITTALS AND RIVER RESTORATION ENGINEERING
REPORTS
This Land Use Change Permit Flood Plain Development Permit is issued subject to the
conditions set forth in Exhibit A and the Site Plan included as Exhibit B, and shall be valid only
during compliance with such conditions and other applicable provisions of the Land Use and
Development Code, as amended, Building Code, and other regulations of the Board of County
Commissioners of Garfield County, Colorado.
COMMUNITY DEVELOPMENT DEPARTMENT
GARFIELD COUNTY, COLORADO
4 io
Sheryl :ower, AICP Date
Directo
Comm ' nity Development Department
g
uIII I rdunili Ml+llgMalAf F IIJIMN MAR 11111
Reception#: 905466
04/13/2018 04:13:09 PM Jean Rlberico
2 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
EXHIBIT "A"
CONDITIONS OF APPROVAL (pg. 1 of 2)
1. That all representations of the Applicant contained in the Application submittals
shall be conditions of approval unless specifically amended or modified by the conditions
contained herein.
2. That the Applicant comply with all Federal Emergency Management Agency
(FEMA) requirements and Flood Plain Development requirements of the Garfield County
Land Use and Development Code applicable to the proposed development.
3. Prior to initiating construction activity on the site, the Applicant shall provide an
updated list of all regulatory permits required for the facility including the status of said
permits and date of issuance. All required permits including USACE Permitting shall be
obtained prior to construction activity on the site or as required by the appropriate
regulatory agency. The Applicant shall maintain compliance with all of said permits.
4. Prior to and during construction activity on the site, the Applicant shall comply with
the County Consulting Engineers referral comments, as noted in the Resource
Engineering referral letter dated 2/19/18 and as edited herein, including:
a. A USACE permit has been obtained for the project and the CPW has been
involved with the project design. Compliance with all requirements of the USACE
and CPW including Best Management Practices noted in the CPW
correspondence dated 8/31/17 shall be required.
b. There will be temporary impacts from sediment during construction. Such
impacts must be minimized, and soil erosion and sediment controls maintained in
effective operating condition and monitored as required by the USACE Permit.
c. A CDPHE Stormwater permit shall be obtained for the project.
d. The project includes reclamation and restoration of land that has been
eroded and captured by the creek. Such area shall require revegetation and weed
control. If applicable, the Applicant shall obtain a grading permit from Garfield
County and provide any required bonding for revegetation/weed control.
e. Irrigation ditches are located within the project reach. The Applicant shall
provide written evidence that the ditch owners have been notified of the project
and approved modifications that relate to diversion structures.
5. All disturbed areas shall be reclaimed and re -vegetated in accordance with the
Applicant's plans including erosion control plans. The Applicant shall comply with the
County Vegetation Manager's referral comments dated 2/20/18 including provision of a
weed inventory/map, noxious weed management plan, and provision of the riparian seed
mix to be used for revegetation. The weed inventory/map and noxious weed
management plan shall be provided by June 30, 2018 or at a later date as may be
approved by the County Vegetation Manager.
■114114ritriiI I�I���J CI �INININIM 11111
Reception#: 905466
04/13/2018 04:13:09 PM Jean Rlberico
3 of 8 Rec Fee:$0.00 Doc Fee:0.00 GRRFIELD COUNTY CO
EXHIBIT "A"
CONDITIONS OF APPROVAL (pg. 2 of 2)
6. Prior to initiating construction activities on the site for a specific portion of the
project, the Applicant shall obtain a County Grading Permit and provide any associated
security for reclamation. If security for reclamation is being provided in association with
other permits, the County may accept the security as adequate subject to review and
approval by the Garfield County Chief Building Official. Initiating construction activity in
phases shall be permitted provided compliance with all required permitting including
USACE is maintained.
7. Access to the site shall be limited to existing ranch access roadways, unless
additional driveway access permits are obtained through the Garfield County Road and
Bridge Department.
8. The Applicant is encouraged to implement livestock management practices that
minimize impacts to the creek and help improve water quality.
9. Prior to initiating construction activities on the site, the Applicant shall provide
copies of a Town of New Castle watershed protection permit, if required by the Town.
■III �4���fi� � 1 i� 'IElatnhiIl/lidiAll J' B111
Reception#: 905466
04!1312018 04:13:09 PM Jean Alberico
4 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
MAIN ELK CREEK RANCH
FISHERIES HABITAT IMPROVEMENT
DRAWING 1 - STA. 0+00 to 14+00 ,z
EXHIBIT "B"
SITE PLAN (pg. 1 of 5)
•
Excavate 65' !mg, 25' Wal. end
4. deep Pool and place material
to fora OrPFenl lateral bv.
Dramate lateral baron rgbt descud0.2
bank to 1Kte.se cross-seetlonat arm of
the r1unn01 Haul otinerter le 6u am.s or
us.ad road base.
-0 . )
Reduce riffle crest height 1.by
buvadng d11L metertaL
+dean to function end swear
as natural dine. Had material
to IW area or use as rad base.
Ronson! concrete Mocks
long - high banL
Co...utt 2' bigh bank nand <dr
labdc encapsulated soil
Incorporate 10 cubic yards
of 6 to l2 -cobble Into
existing 111114 20 combust
stable 61110 grade break.
lacerpora'u 10<Wald ya-ds
of 6 to II' cobble Mu.HtingNee to construct
stable dMe grade bleak.
Incomosale 10tub[c yards'
of 6 to 12'cobbb Into
basting die to construct
stable dine grade bruit.
Mareapprosla0ely 156 ' -.
cubic.ads of large r0,0 1
2Ip rep Mono toe of
20' al vertical eroding 011
MUM.. - .
ImOrperae 6 cubic yards
old to l2' cobble tato
existing Nieto cosslroct
mab1. rtfi* grade break_
Eo0 '.1Ie4S song. 15' W0. and
3' deep pool and place .anodal
m loan adjacent lateral bar.
Rcgse caacaeta bods
used to 1t.b1111, eluding
sutsmbard_
Excavate 65' Ione. ZIT wide and 4'
*.P Poon Haul emanated naterial
to designated upland 011 ar.L
Eeca'a1, 45' loop;'
20' Alda and 4'
deep pool. Laid
excavated 10.terl0
upland designated
1011 Loa.
Incorporate 6 cubic yards
016 to 12' cobble into
calming sllee to construct'
stable r00o grade break
MAIN ELK CREEK RANCH
STREAM DESIGN DRAWING 1
wre umr2olr
VIII 14��1E�1�fC ��IIN� ISI tiIlrJ1:100 pi:411441W,11111
Reception#: 905466
04/13/2018 04:13:09 PM Jean Albert=
5 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
EXHIBIT "B"
SITE PLAN (pg. 2 of 5)
MAIN ELK CREEK RANCH
FISHERIES HABITAT IMPROVEMENT
DRAWING 2 — STA. 14+00 to 25=00
Mace approximately 20 NLN Yards
of large motile rock at ecls0rg 6'
0196 hcadc01 where vlbotarr enters
Main Elk bed 0aodpla;n.
Elm. 10 cubic Yards of largegetair0911
along seNca09 wading 5' blob stream bank
to prop" mallard tees 40801beam of
5005venee *Oh albetann
RnoOse .Usslno 3' blob earthen berm on
aper stream buck Resogelatg with 08000
Open o grass see.—a9 and 115:0* ranting..
upcavated materlal hauled to desg a led
land All wren Also remove 3 partial ear
bodies Imes bunt.
Enuvate 3 pools and Incorporate 6 to 12'
cobble tete existing (Mike to cotton. sedate
tilde grade breaks, Vett time grade break
cow
,d reg.he 5 Nbk Yardsad large rabble. The
pools would ed be pool n, loop, material 110018 be Need
toadeep. Vented 51001 Die me
designated *Piano NI vas
0
Incorporate 15 orblc Yards
of 6 to lr cobble Into
nbri5,150. to construct
manta r5M grade break.
Ewvste 50' long, 20' ride and 8'
deep pool. Haul1(0001td material
to designated upland 181 ben
Excavate 45' long. 20' odd. and a'
deep pool. Haul cleaveed malalal
10 dngnatd upland 191 area.
Retiab 4'1894 erodln9 stream bank
using 0055 fabik enctpsoimed 100
!MRs and pillow plan0ngn
€seavat. 60'tow, 216 ite and 4'
deep pool. It ncavmed reataW
to designate! upland 611 11502.
Incorporate 10 cubic pads
016 to 12.cobbie Foto
.slseng ,1m. 100ons1Nel
stable ,1104 grade break
sa dstone3 along 326. of rip Yap bank wed re. of tbe misting place with
oolal
we natural app.arip9 rota. Plate add010eW naurat
appearing targe rock 01 base of existing tip rap bank.
Incorporate15 cobra Yards
016 to tcobble Into
misting tittle to 10nstmet
slabie HMIs grade break.
MAIN ELK CREEK RANCH
STREAM DESIGN DRAWING 2
itIM701.7
assn4"an .arivrrs4;r/
+aF.2a9.�9rb
Remove log wend dans
Incorporate 15 cobra Yards
of 6 to !,cobble Into
.si1l109 Ante to construct
stable elle grade leak
Inner lapse( existing berm to
Improve a1tbetla. Mandate existing
petland and riparian regulation.
■111111M011I1010MAIi01113k01k', 11411104k 11111
Reception#: 905466
04/13/2018 04:13:09 PM Jean Alberico
6 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
MAIN ELI( CREEK RANCH
FISHERIES HABITAT IMPROVEMENT
DRAWING 3 - STA. 25+00 to 38+00,
EXHIBIT "B"
SITE PLAN (pg. 3 of 5)
12K011.11. 15 01042 yuda of 6 20 0r co0221. Into
00lsting 211T.10 wnabu2t 21502, HIR* wade 001at-
pvpto 60' oloSIdeand
ddnpool64w...20024.lal
to designated upland IW uca.
Repan n' 22201, eroding stream Yank
sing wlr WWI<eoOapsolatd 2200
2204 anal alfow ptae6ngs
K.-bufdand Iowa exIDl g
Lupe owl0buclule to woe.
And tu0alon as a 1.01111111,.
R0-bu0d nod low stinting'�:
/awe rod atrocute to appear
and Woctbn 16.0410.411120..-
Rapol 4.111o10 e0odleg
flare. bma using coif
(Auk
1� ni4Rpnpt. mlo9s
Cu.nta 45'long, IS' aid. and
3' deco pod and sue mataW
to Iomn 41501101 1410011 b00
Euavan 45' 1009.25' nide and
deep pool nod Wane material
Io tgm Adjacent latent bar.
Ramon 0dalog T high ean6.o bona on upper
smeam bunt. Revegelale wlih native Donlan •
Ennis aee02n0 and willow plan009. 1220,.200
o»OU3 hauled to dW4.4ted opIand 611 was.
Inw1p0111. 10 DAIL yards
of 6 to 4, 10061. into
021412,0 1000 2020112422102
stable /NW wade bona.
Eenrate SS' kag. 20'1lldo and
deep pool and plam mould
to Iowa adluen414120011 bas.'
. •146Ari
..:22' ' �.
1w�
ij.
•
a 2raSS' loon. 2CUldn and
/wdew. pod and viU
emal
`✓,. a. �,aymm adjacent lacteal bar.
A1-!: .i g ...fl./
001101413 fail p0o13
Rhloe hilog shin* rim
Wd ...sled maU21d 10
des2ge a,se 200104 R6 411.. •
!� w 6.
tun:nudel00r021040da
o16 m 12' cobble Imo
sable NsD4fo2.0'
Ee-OnEd and Iowa 12140010
lIamb wok 11,421 um I. appear
O 10020614 • own, dale.
bzonwa4. 10 cubic yards:
f6 tolrwbblo Into
.0160.0 ems. m ceniprn
,tile dole wade &ml. .
Clcsvate SS' long. 20' alma and 4'
deep pool. Haul eanr1.d matesid •
to deli0w2ed uplood IIP 4204,4.,
Re -build anal toxo- eala00y 1014, 2001
441 1 pp.:sat art 10010(0 as
11114001011710..W 0 10 cubic lands of 0 to
222' cobble 10 0tablllae riffle grade brut
6iirp01ate IS cu6k yards of 6 to Ircoebic In
.*101109 AM to cons0u0 stable ;Mkorad, meal
E0ov.ti 3r long. 2P win and 4'
ao. e+NldtoaleduplaOwl ndwoo
MAIN FLK CREEK RANCH
STREAM DESIGN DRAWING 3
wale. IflOaol,
70 o9..J3T7
1111 I rd1771111i M�, w11 hlifrilR di Ali 11111
Reception#: 905466
04/13/2018 04:13:09 PM Jean Plberico
7 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
EXHIBIT "B"
SITE PLAN (pg. 4 of 5)
LHS.11riXvlan1 Af"D.T v Vi3r1•110..-c.
MAIN ELK CREEK RANCH
FISHERIES HABITAT IMPROVEMENT
DRAWING 4 - STA. 38+00 to 51+00
q3 • 4•
E.el
*tot--ptolld and foster 2:109'
le forc 61 a;mKiw liitlle.
17!earate3S'mpg. 0. ride end 4•
s deep pool ltwl excavated mania!
W deapnaem; pland 0 area
:rEV :far
Exawte ]0' m0g.30' ca1de end 4
d.c pooLIIi41raaated aulerk1
m deslyuned upland 1111 area
l"+poy_�i
3
Re -1.04 and kwv
0dit010large rock:
10.Rdre to appear.
anddd/ Rea'''
(warble 4a' lonexite ilda 40d 4• deep pool.
Use large cobble from pod eavarOon to-
1ona1uct delle ae.ptlM ^, .•
4
mcwjorale 30 watt yad1
of Ir. cobble IMO
oalnhnl 00550 to conetwct
Stable 01111. Brute brut..'
Eauvne 311 tong, 20' 01de and.'
deed pool Raul excavated nutedal
o destynated upland MI area.
10(erp0ute 10 rook yards
(1100 SYmbbk Nm
C e0Iftlnd dew to
•..41100 dao wad!! Weak.
lemmata* IS cubic yyents
of 6 to .r cobble Into
o0a0mg e1Hk to construct
Mable 011e orad. break.
Fye6 «: a
Eeuvate 35' Sang. 20• aide and
dcep poo1.Hata esteemed matutal
to designated upland 011 area.
um.-:.: .team
Sa
Excavate a Perks of far w,d.1
10 so KO. ems. 1010 15'old.
be4 r deep •palet' fads ke
steep cllebo fella. the
cabblaaa avatd from pools 4
sp. 1 r1Rk 0rdo Weal.
dpao steam of each pool.
U.o
Excavate 20' wide andr0eeppool ';! . ae large reed. u
mni pool uratbw to
oonsarp
ct rtlF.e doom stream 1 '43'
a
L •0T. R J
Eauea. 55' I.% 20' wid0anda deep
pool and pure apptoalpulety batt tb0
.cavued enmeel$totorm adjxant
Dural bar. 11.01 remalallg nuteelal so
designated upla0d 101
4
1 ' 44
yt
1l
a'
Etawfe4ff Io0g. 20' 61911 trod 4' d0i3.,
pool and pieceapproximately etli the
orated madal m mint ae)umt
lateral ear. Naol mewled.; rtated,a1 to
atd
de le.gland 11 deel -
e•-
11:1F4' . _1744 ! . 44.
MA1N ELK CREEK RANCH
STREAM DESIGN DRAWING a
006 I/ td,a17
«0 C .oc $... a x1711775
aa610i.1.41v ..
1119IP1 TVO aPAINAliaMef rhi l 11 iii
Reception#; 905466
04/13/2018 04:13:09 PM Jean Alberico
8 of 8 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
EXHIBIT "B"
SITE PLAN (pg. 5 of 5)
6.1AIN ELK CREEK RANCH
FISHERIES HABITAT IMPROVEMENT
DRAWING 5 — STA. 5100 to 62+00
;Ife
Excavate 30' long, 20' wlde and 4'
deep pool, Haul excavated material
to designated upland till area.
Incorporate 10 cubic yards
of 6 10 12" cobble Into
exIsttng ttlfle to construct
Stable riffle grade break.
I win
Excavate 45'. long, 25' Wide and 4'
deep,pooLllaul excavated material
to designated upland 116 area
a
i
II Adjust existing natural large
I rock to form riffle grade brealc.
: �f
Excavate 25' long, 15' wide and 3'
deep pool. Haul excavated material
to designated upland fill area.
Incorporate 15 cubic ytvds
of 6 to 12" cobble Into
existing riffle to construct
stable Hffe grade break.
Incorporate 8 cubic yards o1
6 10 tr cobble Into existing
tittle to construct stable
riffle grade break. '
ryt
•
1
z4tf .
_rya
fri 1•
incorporate Y:cubic yards of
6 to lrcobble Into existing
riffle to construct stable
rifflegrade break.,
Excavate 20' long, 15' wide and 3'
deep pool ffaui excavated material
to designated upland 011 area.
Incorporate 8 cubicyards of
6 to 12^ cobble into existing
riffle to construct stable
tittle grade break
Excavate 20' long, 15' wide and 3'
deep pool. Haul excavated material
to designated upland 011 area.
Excavate 30' long.
20' wide and 4' deep
pool and place
material to form
adjacent lateral bar.
t.
• v •. Incorporate 8 cubic yards al
�.. 6 to 12' cobble Into ettlaUng
t '
emelt, cunstruu stable'
�jrltrte gra debbreak.
'Excavate 25'Pung,. 20' wlae card 3'
deep pool. {litul excasaied niterlal
to designated tpland.fll -plea:.
a• r�
'�. ;4.
4?ilk,ii
4,4 1 "
Incorporate 10 cubic yards,
of to 12' cobble Into" ' '
existing Alfle to Eenstruct
stable rltfe gratle break. ^,
,s 1 10P:3 3t'e^.t r
rah:
Excavate 35' Tong; 20' wide and 4' deep pool aril'
place rrateriai to form adjacent lateratbar.
incorporate 8 cubic yards of
6 to 12' cobble into two
existing tittles to constiuit •
stable riffle grade breaks. .
IDtcavate30' long, 20' Wide and 4'
deep pool. Haul excavated material
to designated upland !Mama.
Roe, 7 lya, Tno.
MAIN ELK CREEK RANCH
STREAM DESIGN DRAWING 5
DIE 3(304:0)7
06Wner: WmItosxr
SCALE r -7S'
d9/0 ,6 r r1'1?3 7!8
4Oo.1tiS.>O