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Home My WebLink AboutC04-250 Berry Creek LLC~~ ~,~ DRAINAGE EASEMENT DEED AND VACATION THI DRAINAGE EASEMENT DEED AND VACTION is made ±his 3 day of ~U6, 2004, between the Board of County Commissioners, County of Eagle, State of Colorado (hereinafter "Grantor"), and Berry Creek Limited Liability Co., a Colorado limited liability company, its successors and assigns, (hereinafter "Grantee"). WITNESSETH: Grantor is the owner of certain real property described on Exhibit "B" attached hereto and incorporated herein by this reference, more commonly referred to as Tract C, Recreational Parcel of the Berry CreeklMiller Ranch Development. Grantee is desirous of accepting an easement (hereinafter "Drainage Easement") on the Property for the purposes of constructing and operating a storm water drainage system consisting of swales, culverts, a retention basin, and other devices for the transportation of drainage from the Berry Creek Housing Site at a location and on a route shown on Exhibit "B." Grantor has previously granted to Grantee a drainage easement (hereinafter "Original Drainage Easement") for the above-mentioned purposes at a location and under the terms and conditions as described in the Original Drainage Easement, recorded in the Clerk and Recorder's Office of Eagle County at Reception Number 839283, attached hereto as Exhibit "C" and incorporated herein by this reference. Grantee is desirous of changing the location of the Original Drainage Easement to the new location proposed on Exhibit "B" for the purpose of more efficiently draining the Berry Creek Housing Site to the newly constructed 2.6 acre retention pond located between Tract A and Tract C of the Berry Creek/Miller Ranch Property. Grantor and Grantee are desirous of granting this new location for the Drainage Easement and vacating the location of the Original Drainage Easement under the terms, conditions and agreements hereof. GRANT OF DRAINAGE EASEMENT: For the consideration set forth herein and other valuable consideration, the sufficiency of which is hereby acknowledged, Grantor hereby grants to Grantee, anon-exclusive easement for the purposes of constructing and operating a storm water drainage system consisting of swales, culverts, a retention basin, and other devices for the transportation of drainage from the Berry Creek Housing Site at a location and on a route shown on the attached Exhibit "B." This Drainage Easement shall replace and supersede the location of the Original Drainage Easement, but is expressly granted contingent upon all other terms and conditions set forth in the Original Drainage Easement including Grantee's responsibility to pay the defined pro rata portion of all ongoing repair and maintenance costs associated with the Drainage Easement 4, ~~~225 1 '~ Page: 1 of 23 0$110!2004 02:59P Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 4 ~, granted herein and any other drainage easements utilized by the Berry Creek Housing Site to carry drainage to the 2.6 acre retention pond. Except for the alteration, modification and change in the Drainage Easement location, all terms and provisions of the Original Drainage Easement shall be applicable to the Drainage Easement granted herein, shall remain in full force and effect, and hereby are ratified and confirmed ~n all respects as of the date hereof. VACATION OF DRAINAGE EASEMENT: Release is hereby given by Grantee of the location of that portion of the Original Drainage Easement as delineated on Exhibit "A" attached hereto and incorporated by this reference. Grantee, for good and valuable consideration, the receipt and sufficiency of which are hereby confessed and acknowledged, releases the easement location described in this paragraph, it being the intention of the parties to terminate said easement location. This release is for the location of the Original Drainage Easement only. Grantee acknowledges that its acceptance of the new Drainage Easement is expressly contingent upon all other terms and conditions set forth in the Original Drainage Easement, including Grantee's responsibility to pay the defined pro rata portion of all ongoing repair and maintenance costs associated with the Drainage Easement granted herein and any other drainage easements utilized by the Berry Creek Housing Site to carry drainage to the 2.6 acre retention pond. MISCELLANEOUS: This Drainage Easement is granted subject to prior, recorded grants of easements. This Agreement shall be governed and construed in accordance with the laws of Colorado. Venue for any action arising out of any dispute pertaining to this Agreement shall be in Eagle, Colorado. This Agreement and the rights and obligations created hereby shall be binding upon and inure to the benefit of the Grantor and Grantee and their respective successors and assigns. Nothing herein expressed or implied is intended or should be construed to confer or give to any person or entity other than the Grantor or Grantee and their respective successors and assigns, any right, remedy or claim under or by reason hereof of by reason of any covenant or condition herein contained. If any portion of this Agreement is held invalid or unenforceable for any reason by a court of competent jurisdiction, such portion shall be deemed severable and its invalidity or its unenforceability shall not affect the remaining provisions; such remaining provision shall be fully severable and this Agreement shall be construed and enforced as if such invalid provision had never been inserted into this Agreement. This Agreement may be amended, modified, changed, or terminated in whole or in part only by written agreement duly authorized and executed by both Grantor and Grantee. This Agreement represents the full and complete understanding of the Grantor and Grantee and supersedes any 11II !~ ~ ii ~~ [ ~i~K I!I I! ! I @8910!2004 02:59P Teak J Simonton Eagle, CO 174 R 0.0@ G 0.00 2 prior agreements, discussions, negotiations, representations or understandings of Grantor and Grantee with respect to the subject matter contained herein. IN WITNESS WHEREOF, GRANTOR and GRANTEE have executed this Drainage Agreement on the date set forth above. ATTEST: BY: Clerk to the Board Commissioners COUNTY OF EAGLE, STATE OF COLORADO, by and through Its BOARD OF COUNTY COMMISSIONERS BY: Tom C. Sto e, Chai an BERRY CREEK LIMITED LIABILITY COMPANY, a Colorado Limited Liability Company. BY: ~ t1~1,~t-l v~jZ.- (Name and Title) STATE OF l,{J(,d l~~ ~ ) COUNTY OF ~(~(,~ ~ The foregoing instrument was 1 r1~1~-DYL- of the Berry of .., , 2004. My commission expires: SS. acknowledged before me by I~~~ ~ ~ as Creek Limited Liability Company, this~~ day ~'l2-0~ "..,si .,s~.~. `ETA E'Fa..~ ~.~P` ',, ,_'~. t, ~r~i t5!~,y® ~-- .s-.~®k..l: a~..:.t.ri.?~, :5::'WLtpfVfT.m .., ._ G:\bryan\Berry Creek\dramage easement and vacation Notary Pu lic I ~V~L~~ Page: 3 of 23 ! i ~ 0EI/1012004 02:59P Teak J Simor.tor, Eagie, CO 17~ f2 0.00 D 0.00 Page; 4 of 23 i ~ 08!10!2004 02:59P \ Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 TRACT A TRACT B A~ 60`1'' ~~,'` ~` ~ SCAL~.'• >"=300' ~~,~ `_ MILLER RAN __ ROgp (80' W-~ ! R.O. gnu v 0 l7 ~C? /-- _ N ANO pRgl~~`NSE Hr7•N, ~ 59~_ ~V~. C5 ~S .. -._.~,(RECEpnON N ~~.. -...._ o. 839pg3~ ~`~ -.._ ~~ _ TRACT C PORTION OF EASEMENT TO 8E VACATED (HATHCEO AREA) LINE TA BLE LINE LENGTH BEARING L1 ' ~ 7. L4 7, ,0. LS '4 " L6 2 04' 3 9' 7' L7 '37" L8 7' "W L9 9 7"W L10 L11 L12 5 . 4 4"W 4 ~ `~-~ UTILITY AND DRAINAGE EASEMENT n' \~ (RECEPTION No. 839283) a ~ +3 ~ TRACT D N GRgNO ~ 7~ F~ TRUE POINT OF BEGINNING "~h'N Ra~O ~ 3 ` ~.. J ~o RigyT -.,~ A~' RAY "`~ ~ POINT OF BEGINNING CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING C1 5' 30' 9. 8'S ' 4' C2 1 2 4' 1 7'4'7" C3 6'50'20" 1848.86' 866.06' 441.12' 858.16' N49'56'30"W C4 61'32'09" 344. 6' 69.74' 204.96' 352.22' N35'S1'46'W CS 79' '0 93' 8 . 1' 1 6' 64.7 ' '5 'S9" ~~ ! EXHIBIT /1 P.U.D. ~}"; ~1 Ot$ ~ ! 1 rrn~ir ~a~r .\ TRACT A 9~ 6p~ ~~. ~y,~ LINE TA BLE LINE LENGTH BEARING L1 L2 1 "W L3 2 ,77' 33 9'57'W L4 1 7. 7'W LS 18 .02' S40'34'S9'W L6 L7 54.99' S72 8'49' LB 1 .45' S88'1 '1 ' L9 0. 0' 24' 3'24`W L10 9. 4' N6 7 '1 " L11 7 L12 1 7' • L13 4 9' 4' 4' 'W POINT OF BEOINNIN - ~ ~ ~ r Page; 5 of 23 PROPOSED DRAINAGE EASEMENT ! 08/10/2@04 02:59P (HATCHED AREA) Teak J Simonton Eagle, CO 1~4 R 0.00 D 0.0@ TRACT B o` ~\ 90.77' SCAL~.'• >"=300' C4 LLER RgNGyl'~ 1 vq 4 ROgp ~8p R ~~ s"w f ~ c2 un w,) ~,- _ '.19' ~ ~ ~ /`- UTly_gNp ~RgINq~ Eg7~ENT "w ~ 59 ~d~ _~ / / ---.,.~RECEPnON No. ~' 20.0' ``.,, j ~ _ 839283) l6 /j °~ ~~ r 10.0' '' Y ~ / TRACT C CS a \ L7 8 i~ ^^. L11 L L9 ~ UTILITY AND DRAINAGE EASEMENT °j L10 ~~`~ (RECEPTION No. 839283) / "'~•.. 3 ~ ~° TRACT 0 °e ~... a NCR Rip S ``~. ti CRgHO 636 `.~. ~~T ~ wqY ~~ ~`"~ ~ POINT OF BEGINNING CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Ct 41'38'05` 8 0.00' 802.85' 15.30' S 9. S 'S ' 4" C2 1 9" 5. 37 41' 44' 0. 79' 7" C3 C4 28'50'2 1848.86' 888.08' 441.12' 858.16' N49 '30"W CS ' ' ' 0' 4 .1 3.75' .9 ' 74' 7'05'W C8 84 4 S1 ' " 105.00' 155.34' 95. 2' 141.56' 30 OS' " 4 1 1 5.00' 4 93' 14. 7' 16 5 ' 3'05'53"W C7 1 .45' 288. 4' N 3' 2`W ~\ `_ EXHIBIT ~~ P.U.D. l Ot ~ 8 .....n..~"..aos .t ~~ EASEMENT AGREEMENT For the consideration set forth rerein and other valuable consideration, the sufficiency of which is hereby acknowledged, the Board of County Commissioners, County ~ of Eagle, State of Colorado("Grantor"), hereby grants and conveys to the Berry Creek Limited Liability Co., a Colorado limited liability company, its successors and assigns, ("Grantee"), non-exclusive easements for the purposes of constructint, xnd operating a storm water drainage system consisting of swaies, culverts, a retention basin, and d -4her devices (collectively referred to as "drainage easements") _`ar the transportation of drainage from the Bent' Creek Housing Site at a location and on a route shown on Exhibit "A" attached hereto and incorporated herein by this reference, which is a part of the property commonly known as Tract C, Recreational Parcel of the Berry Creek/Miller Ranch Development. The drainage easements granted in this agreement shall be possessed and enjoyed by Grantee, its successors and assigns, so long as the drainage easements shall be used by Grantee, its successors or assigns in accordance with the terms and conditions of this Agreement. Grantee shall assign is rights and obligations under this Agreement to the Miller Ranch Property Owners' Association upon its formation. In the event that Grantee does not assign its rights and obligations within a reasonable time. following the formation of the Miller Ranch Property Owners' Association, this Agreement maybe terminated upon notice to the Grantee. The drainage easements granted by this agreement are non-exclusive and Grantor reserves the right to use for itself and to grant for others rights-of--way over, across or through the easement herein granted, provided that they do not interfere with Grantee's easements herein. Grantor reserves the right to use and enjoy the premises to the fullest possible extent without unreasonable interference with the exercise by Grantee of the rights granted in this agreement. Without limiting the foregoing, Grantor reserves the right to fence the whole or any part of the boundaries of the drainage easements, to build fences crossing the drainage easements, and to place along, across, over and through the drainage easements as many roads, streets, sidewalks, passageways, electric and power lines, waterlines, sewer lines, gas lines, telephone poles, telephone lines and other utilities as Grantor may desire subject only to the right of Grantee to use the same for purposes herein granted. The Grantor and Grantee understand and agree that additional changes and modifications to the drainage easements may become necessary due to County's continued construction of the Bevy CreeklMiller Ranch Development. These changes and modifications may include, but are not limited to: the construction of a larger retention basin with connecting swales and culverts at a different location on the Berry Creek/Miller Ranch property. Currently, the Grantor is considering the construction of an approximately five (5) acre retention pond between Tract A and Tract C of the Berry Creek/Miller Ranch Property. Grantor, in its sole discretion, reserves the right to require relocation of the drainage easements, which may include the use of underground transport of storm water, to accommodate the future construction of any storm water drainage improvements. Grantee agrees to comply with the relocation of the drainage easements upon notice by Grantor and bear the II~ ~I,~ ~IIII ~I III III I~X III ~~II III II 839283,°~..:~o IIIIIIII~IIIRIIIIIIIIIIIIIRIflIIIIIIIIIIpIIIIIIIV 88'2`5; EXHIBIT ~~~~~~ I~I~I 08910!2004 02:59P Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 costs of said relocation as stated herein. Grantee agrees to be responsible for a pro rata portion of all ongoing repair and maintenance costs associated witrr the current and any future drainage easements utilized by the Berry Creek Housing Site. Grantee shall pay that portion of costs representing the volume of drainage generated from the Berry Creek Housing Site in relation to the volume of drainage generated from Tract C, Recreational Parcel of the Berry Creek/Miller Ranch Development. Such volume shall be based on the Drainage Report detailing the subcatchment data fora 100-year storm for both the Berry Creek Housing Site and Tract C, Recreation Parcel as prepared by Peak Civil Engineering and attached hereto as Exhibit "B." Grantor and Grantee understand and agree that this report currently attributes approximately ninety percent (90%) of the volume of drainage to the Berry Creek Housing Site and that this is a fair and accurate representation of the volume of drainage generated by the Berry Creek Housing Site in relation to the volume of drainage generated from Tract C, Recreational Parcel. Accordingly, Grantee agrees to be responsible for 90% of all ongoing maintenance and repairs costs of the drainage easements granted herein. Additionally, Grantee agrees to be responsible for any relocated drainage easements in the same amount except that Grantee shall not be responsible for the maintenance and repair costs of any future retention basin that maybe substantially larger than the current basin. Grantee shall only be responsible for the costs associated with future swales, culverts, and other devices necessary to transport the storm water to said future basin. This percentage of costs shall not change during the duration of this Agreement unless stated so in a writing duly authorized and executed by both Grantor and Grantee. To complete the current storm drainage improvements for the Berry Creek Housing Site, Grantee agrees to be responsible for the completion of the south drainage Swale as identified in Exhibit "A" along with any remaining, necessary storm culverts in a manner acceptable to Grantor. Additionally, Grantee agrees to be responsible for a pro rata portion of all construction costs associated with future drainage improvements utilized by the Berry Creek Housing Site. Grantee shall pay that portion of construction costs in the same percentage as that required for the ongoing maintenance and repair costs. Accordingly, Grantee agrees to be responsible for 90% of all future drainage improvements that maybecome necessary due to Grantor's decision to relocate the drainage easements, except that Grantee shall not be responsible for the construction costs of any future retention basin that may be substantially larger than the current basin. Grantee shall only be responsible for the construction costs associated with future swales, culverts, and other devices necessary to transport the storm water to said future basin. This percentage of costs shall not change during the duration of this Agreement unless stated so in a writing duly authorized and executed by both Grantor and Grantee. Grantor shall perform or have performed all ongoing maintenance, repairs and construction in its sole discretion. Grantee shall promptly pay its portion of these costs upon being notified by Grantor of the same. Grantor agrees to reasonably attempt to notify Grantee prior to performing significant maintenance, repairs and construction, however, failure by Grantor to so notify Grantee shall not relieve Grantee of any of its obligations herein. ~~ VIIIp 11 IIplI NNII VA~%~ II 8g9283.:.m Grantor and Grantee agree that this Agreement may be enforced for specific performance, injunctive, or other appropriate relief, including damages, as may be available according to the laws and statutes of the State of Colorado. It is specifically understood that by executing this Agreement both the Grantor and Grantee commit themselves to perform pursuant to these terms contained herein. In the event that an action is brought to enforce this Agreement, the prevailing party shall be responsible for the recovery if its costs and fees, including reasonable attorney's fees. This Agreement shall be governed and construed in accordance with the laws of Colorado. Venue for any action arising oft of any dispute pertaining to this Agreement shall be in Eagle, Colorado. This Agreement and the rights and obligations created hereby shall be binding upon and inure to the benefit of the Grantor and Grantee and their respective successors and assigns. Nothing herein expressed or implied is intended or should be construed to confer or give to any person or entity other than the Grantor or Grantee and their respective successors and assigns, any right, remedy or claim under or by reason hereof of by reason of any covenant or condition herein contained. If any portion of this Agreement is held invalid or unenforceable for any reason by a court of competent jurisdiction, such portion shall be deemed severable and its invalidity or its unenforceability shall not affect the remaining provisions; such remaining provision shall be fully severable and this Agreement shall be construed and enforced as if such invalid provision had never been inserted into this Agreement. This Agreement may be amended, modified, changed, or terminated in whole or in part only by written agreement duly authorized and executed by both Grantor and Grantee. This Agreement represents the full and complete understanding of the Grantor and Grantee and supersedes any prior agreements, discussions, negotiations, representations orunderstandings ofGrantor and Grantee with respect to the subject matter contained herein. I~ I ~I ~~ M ~ ~I ~ w I ~' ~%~ 0 83928w /!REMAINDER OF PAGE INTENTIONALLY LEFT BLANK!! III~IIII~I~I~IIIIIIIVIIIIgIIIINIIIIIIqInIIN~ 88zzs:,m IN WITNESS WHEREOF, GRANTOR and GRANTEE have executed this Drainage Agreement this f~;'{' da~-of ` ~ , 2003. ~ ~~ -~~ ATTEST: o~ OGLE ^° KJ +~ . G47 ~ ~ , ~ ~ N ~...~ is ~ ~"" ~~~ % .~ clerk to the Board of County /` ~/~'~J Commissioners STATE OF ~ '' C COUNTY OF EAGLE, STATE OF COLORADO, by and through Its BOARD OF CO BY: BERRY CREEK LIMITED LIABILITY COMPANY, a Colorado Limited Liability Company BY: (Name and Title) SS. COUNTY OF ° ~ The foregoing instrument was acknowledged before me by 1'~'t \ ~ l~l as 1 of the Berry Creek Limited Lia ility Company, this_~_ day of ~ , 2003. My commission expires: a S OZ G:\bryan\Berry Creek\drainage easement 2.wpd !Illllll~llllllllllllllllll~tlllllllllll~lallll~ 88'?5, a a Basia J. eruz • ~ r rS ' ~~i' ti07ARY PUBLiC 59P My Commission Expues: IINIII~N~~I~II~IVIIIN~IAI~NflINI 839.83;, a rn N ~~~m 00 o m ~ /N~NQ yJ -~ M M mm ~r OQam m ~~ ~ .~~ m ~~~ ~~~ ~~ ...~~ a -~,, ~- ~~ .~~. 0 a m N N ~~mm N ovm m NONE ~``'' m ° ~ rn~ ~~ C~as+ m _m ~~ ~~ m v~ ~ se. ~~ ~® ~~ { .~_ ~~ s~~ U ~^ ~ m s ro w ~~ ~. ° ~~ ~ o ~~ ~ .~ ,, - Y r TRAC"l~ C, EASEMENT ~;XHIBIT ~ = 26'50'20" R = 1848.86' T = 441.13' L = 866.06' CB = S49'56'28"E CH = 858.16' ~ = 61':12'08" R = 344.?_u' T = 204.S6' ~~ = 79'32'59" L = 369.74' R = 206.93' CB = S35"51'46"E F = 172.26' CH = 352.22' L = 287.31' ~~~- ~~~ CB = S50'S8'59"W U° ~~~ CH ~~ = 264.78' iy ~ 40~ 3ro~ / / ~ \ \ / 4~ ~ 37 2T/~~ 1 q . ~\ ' ~ i9 oa ~ 121.78 / i 6+~\ , . / ~ \ ~ ~J ~~• OO ~ D = 45'48'52" ~ /~ ~ 4j• / M R = 186.53 ~ ~ / ~ / / T = L 78.82 ~ 149 15 ~ ~ ,~ ~ ~ ~ ~ = CB . ' ' " ~ ~ ~• ~ ~~ ~9 = S30 15 26 E ~ ~8 S ~~ ~ / CH = 145.21 ~~. ~ ~G• F` ~ ' 266295 ~ \ ~ ~ / ' ~ S79'44'37"E~--' hM / a 47.48' ~M. / o• o' ~ ' ' " ~ ^c\, % ,~N / ~ = R= 110 18 14 / 140 00 S . S 00. ~ T = 201.07 ~ ~ L = 269.52 ~ CB = S79'44'37"E ~ CH = 229.79 \ / ~ / 1 ' TR.ACT C so o . ,' ~ o ~ ~ 35.600 AC. ~ ~ 1 ~,3 f~ . ~~ ,a~~ n^ TRACT A 15.886 AC. D = 41'36'06" R = 830.00' T = 315.30' L = 602.65' CB = S58'S6'34"E CH = 589.50' ~3 IMm j,d~- o ~^ ~ iz _ M 50, 00 ~ = 143'11'16" R = 95.00' T = 285.48' L = 237.41' CB = S79'44'37"E CH = 180.28' . ~ ~ ~ DR~INA-.GE R~ PORT Tract C -Recreation Paa•cel =Phase 1 Berry~Creek/Milier ranch PUD . Ed`vards, Colorado- Prepared for: .. Eagle County . " ~ Facilities Management. Department . P.O. Box $5:0 ~. ~ .. . ~.~",~,,, . - ~~, 'x, ''^~' 500 Broadway ~ ~:=.'• ~~ ~~ .- -~ ~:, tom- .~~ Eagle, CO 81631 ~~.~~a~~r °•~'~+a'~~ ~~,, :,~ ~,~ +, taK S^~J~3~-r'c+"Lsy"~ ~ s'~y~. ~ - Z - Prepared by: ~'~'~~„.~F>~~;Yj„~;:~ - Peak CivilEngineering, Inc.. - ~ ~ 1000 Lions Ridge.Loop Vail, Colorado ~ . ' ~ May 2002 - - ~~~~~~J' Page: 11 of 23 . `. 08/10!2004 02:59P Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 83983 EXHIBIT 07803/2003 05:29P ~ V Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 . ~( t' i AIL t8 - „ $' ~ ~" !~ N`dld ~JdNItf2141N: ^~~~3a-1SOd s; ~~ s OJ SQ2ib'Ma3 - afld HJNb'c, „- ~~ ~t ] _~ ~ ~~~ /~3321J 1~2R138 '~; f`i ~' ' ~'~ ; ~1§ I 3SdHd -13J21>id NOIlb'321~j~1 - ~ J_?b'211 9' ~_ ' . ~ ~ ~ a~ - NF/ld 1N3WdO13~34 31IS a ! u _- ~ Gr x _ R a - U a . Ca ;~`' .;< U O Q ~ ~ 4 ~ W W ~ z N ~ g a ~ ~ W ~o' ®a I o :\ ~ 1 ~ ~_ _ /~ ' ~ ~ 1c)~' ~.1 ~, ` .r ~ ~ _ 1 dsas ~___ AkA~ E ~ a I ~~ ~ - Y w F~ V , ~- -. it t 't~r~ l~, /'/ 1 ^~~ i' ~ ~ ' ~' ~ ~ d ~ ~ ~ ~ ;~: ~ ~ I. "~=, ' i ~ ,I /' ~ ~_, i / ~' ~ / ~ __ ~ ~ \ ~ / /~ ~ ^'\ ` / - \ ,.`~ . _ ~ - - - c~ ~ - c. ousts -` ~ ~ ~ - I ~ . n, t.4 - ~ ~ ~ ~d ' ~ ~ 4y~~f~` i ,^-tom l r r ' ~ ~ y-~,, .. - •-1i~ ~ti' o ~ f - I.F. d~ 1. 1 -:~ ' ~ it ` - 1, ~ ~ - ~ ~~ _ ~ ,' 1 /', /,r. - r ~ ~• /~` f. e~ ~ \ ~ ~- ;/. *' ~ J a rn N ~~~m ~y~ ~.- ry B /W O ~ 0 V7 ~l'q~ OI ~ ODa"m A ~ ~ ~ m ~~ ~ a r ~~ ~~ ~~ O ~ V ~~ - m ~~ ~ ~ N W ~ ~ ~ O ~ C ~ o e ~~ a ~ ~ ~ Y ~ ~ m F- 4 m N N ~/~ m Al O ~ m iA,~1 ~ N ~ ® 0 81~ C~ae m ~_ ~ ~~ ~ -y S a o~ r ~.. ~~ V ~ - ~~ ~ rn s '~ w s c -~ o - C `~ O w - N ~ Y ® ro m f- Tract C -Phase '. APPENDIX E POST-DEVELOPMENT 100-YEAR STORM SUBCATCHMENT DATA Berry Cree -/Miller Ranch PUD III~IIflIVIIIIHIIIIIInIIII~IIINNIIIIaIIHlllul 8p 9z8',,, ~ ~ ~ $$7225 08g10D2®000@2359P Teak J Simonton Eagle, CO 174 R 0.@0 q A A A A R 1 1 A 1 1 A 1138-post-dev Type 11 24-hr Rainfall=2.40" Prepared by Peak Civil Engineering, Inc. Page 4 HydroCAD® 6.00 s/n 002040 ©1986-2001 Applied Microcomputer Systems _ 5/16/02 Subcatchment 4: 4 Runoff = 1.15 cfs @ 12.83 hrs, Volume= 0.307 of Runoff by SCS TR-20 method ' 1H=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr Rainfall=2.40" Area (acl CN Description 9.800 61 >75% Grass cover, Good, HSG B 0.900 93 gravel parking lot 14.100 61 Pasture/grassland/range, Good, HSG B 24.800 62 Weighted Average Tc Length Slope Velocity Capacity Description 1min) (feet) (ft/ft) (ft/sec) (cfs) 42.2 300 0.0200 0.1 Sheet Flow, Grass: Short n= 0.150 P2= 1.00" 10.1 600 0.0200 1.0 Shallow Concentrated Flow, Short Grass Pasture Kv= 7.0 fps 2.0 Direct Entry, 54.3 900 Total Subcatchment 4: 4 Hydrograph Plot w U 3 0 w i 1.15 cfs 1 -- - -- -- ---- - - - ~-- - - - - ~ - -- - - ---- - -- ---- 0. 5 Ei 1 8 5 1 U l l 1L l ;i 14 15 1 fi 17 18 19 20 Time (hours) i~a~i~winu~iii~~ai~~~i~i~,839283: - Runoff a m N ,y .. ~~y N N Y r ~r ~ m o a m ~y~vem • ~/ ti N 1~ \ ~ .. rn~ ~~ ~a~s m ~~' ~~ ~~ ~~~ ~- v ~~ ~~ ~~- ~~o ~~~ U ~~ - ~~ m m ~~ ~ w ~~~ ~ ~~ o ~~ c ~~ o e ~~ ~ Y ~ ~ a H ~. S 138-post-dev Type 11 24-hr Rainfa/1=2.40" Prepared by Peak Civil Engineering, Inc. Page 5 H droCAQ®6 00 s/n 002040 ©1986-2001 Applied Microcomputer Systems 5/16(02 Subc~atchment 4: 4 Time Precip. Excess Runoff (hours) (inches) (inches) (cfs) 5.00 0.15 0.00 0.00 5.25 0.16 0.00 0.00 5.50 0.17 0.00 0.00 5.75 0.18 0.00 0.00 6.00 0.19 0.00 0.00 6.25 0.20 0.00 0.00 6.50 0.21 0.00 0.00 6.75 0.23 0.00 0.00 7.00 0.24 0.00 0.00 7.25 0.25 0.00 0.00 7.50 0.26 0.00 0.00 7.75 0.27 0.00 0.00 8.00 0.29 0.00 0.00 8.25 0.30 0.00 0.00 8.50 0.32 0.00 0.00 8.75 0.33 0.00 0.00 9.00 0.35 0.00 0.00 9.25 0.37 0.00 0.00 9.50 0.39 0.00 0.00 9.75 0.41 0.00 0.00 10.00 0.43 0.00 0.00 10.25 0.46 0.00 0.00 10.50 0.49 0.00 0.00 10.75 0.52 0.00 0.00 11.00 0.56 0.00 0.00 11.25 0.61 0.00 0.00 11.50 0.68 0.00 0.00 11.75 0.93 0.00 0.00 12.00 1.59 0.02 0.01 12.25 1.69 0.03 0.27 12.50 1.76 0.04 0.83 12.75 1.81 0.05 1.13 13.00 1.85 0.06 1.08 13.25 1.89 0.06 0.94 13.50 1.92 0.07 0.81 13.75 1.94 0.08 0.72 14.00 1.97 0.08 0.64 14.25 1.99 0.08 0.58 14.50 2.01 0.09 0.53 14.75 2.03 0.09 0.49 15.00 2.05 0.10 0.46 15.25 2.07 010 0.44 15.50 2.08 0.11 0.42 15.75 2.10 0.11 0.41 16.00 2.11 0.11 0.39 16.25 2.13 0.12 0.37 16.50 2.14 0.12 0.35 16.75 2.15 0.12 0.34 17.00 2.16 0.12 0.33 17.25 2.18 0.13 0.32 17.50 2.19 0.13 0.31 17.75 2.20 0.13 0.31 Time Precip. Excess Runoff hours inches) (inches) (cfs) 18.00 2.21 0.14 0.30 18.25 2.22 0.14 0.29 18.50 2.23 0.14 0.29 18.75 2.24 0.14 0.28 19.00 2.25 0.15 0.27 19.25 2.26 0.15 0.27 19.50 2.27 0.15 0.26 19.75 2.28 0.15 0.25 20.00 2.28 0.16 0.24 19119MtlMINIPII~~II9IPIMIIIIdle tlIlll 8:9:«83:°... 88~~~~ I Page: 15 of 23 0811012004 02:58P Teak 3 Simonton Eag1e,~C0 174 R 0.00 D 0.00 1138-post-dev Type Il 24-hr Rainfall=2.40" Prepared by Peak Civil Engineering, Inc. Page 6 HydroCAD® 6.00 s/n 002040 ©1986-2001 Applied Micro~:omputer Systems 5/16/02 Subcatchment 5: 5 Runoff = 43.62 cfs @ 12.11 hrs, Volume= 2.843 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 5,00-20.00 hrs, dt= 0.05 hrs Type II 24-hrRainfall=2.40" Area (ac) CN Description 34.000 85 1/8 acre lots, 65% imp, HSG B Tc Length Slope Velocity Capacity Description _ (min) (feet) (ft/ft) (ft/sec) (cfs) 18.0 Direct Entry, Berry Creek/Miller Ranch Master Drainage Sti Subcatchment 5: 5 Hydrograph Pfot N ..r 3 0 LL ------------------------------ 43.62 cfs ----=---------=-------- 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 839283 Page: 11 of 18 Teak J Simonton Eagle, CO 174 R 0.00 07/03p 0000 5.29P -Runoff 4 887225 Page: 16 of 23 08/20/2004 02:59P Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 1133-post-dev Type ll 24-hr Rainfall=2.40" Prf~pared by Peak Civil Engineering, Inc. Page 7 Cdr. CAD® 6.00 s/n 002040 ©1986-2001 Applied Microcomputer Systems 5/16/02 Time Precip. Excess Runoff ho~!rs) (inches) (inches) (cfs) 5.x.0 0.15 0.00 0.00 '~ 0.16 0.00 0.00 ::. • 0 0.17 0.00 0.00 5 7 =. 0.18 0.00 0.00 6.00 0.19 0.00 0.00 6.25 0.20 0.00 0.00 6.50 0.21 0.00 0.00 6.75 0.23 0.00 0.00 7.00 0.24 0.00 0.00 7.25 0.25 0.00 0.00 7.50 0.26 0.00 0.00 7.75 0.27 0.00 0.00 8.00 0.29 0.00 0.00 8.25 0.30 0.00 0.00 8.50 0.32 0.00 0.00 8.75 0.33 0.00 0.00 9.00 0.35 0.00 0.00 9.25 0.37 0.00 0.01 9.50 0.39 0.00 0.05 9.75 0.41 0.00 0.11 10.00 0.43 0.00 0.18 10.25 0.46 0.01 0.28 10.50 0.49 0.01 0.41 10.75 0.52 0.02 0.58 11.00 0.56 0.02 0.84 11.25 0.61 0.03 1.20 11.50 0.68 0.05 1.85 11.75 0.93 0.14 5.04 12.00 1.59 0.51 31.01 12.25 1.69 0.58 28.20 12.50 1.76 0.63 10.56 12.75 1.81 0.66 5.93 13.00 1.85 0.69 4.42 13.25 1.89 0.71 3.69 13.50 1.92 0.74 3.22 13.75 1.94 0.75 2.84 14.00 1.97 0.77 2.54 14.25 1.99 0.79 2.27 14.50 2.01 0.80 2.14 14.75 2.03 0.82 2.03 15.00 2.05 0.83 1.94 15.25 2.07 0.84 1.84 15.50 2.08 0.86 1.74 15.75 2.10 0.87 1.64 16.00 2.11 0.88 1.53 16.25 2.13 0.89 1.44 16.50 2.14 0.90 1.39 16.75 2.15 0.91 1.35 17.00 2.16 0.92 1.32 17.25 2.18 0.93 1.28 17.50 2.19 0.94 1.24 17.75 2.20 0.94 1.21 Subcatchment 5: 5 Time Precip. Excess Runoff fours) (inches) (inches) _ cfs 18.00 2.21 0.95 ^.17 18.25 2.22 0.96 ~ 13 18.50 2.23 0.97 i .10 18.75 2.24 0.98 1. J6 19.00 2.25 0.98 1.02 19.25 2.26 0.99 0.98 19.50 2.27 1.00 0.95 19.75 2.28 1.00 0.91 20.00 2.28 1.01 0.87 in~iumiwNiii~~iii~ii~i~uMiuiNN 9°;9~83ez.o 88?22rJ Page: 17 of 23 08/10!2004 02:59P Teak J Simontcn Eagle, CO 174 R 0.00 D 0.00 ~~u~ury411N1~'IIINl~~lluN 8M928~ z PEAK LJiND SURVEYING, IN PEAK CIVIL ENGINEERING, IN September i'r, 2002 DLD Engineering Company Attn: David Despeaux P.O. Box 1331 Edwards, CO 81632 970-476-8644 • FAX 970-476-6616 • i 000 LION'S RIDGE LOOP • Vf1lL. CO 816 970-726-3232 • FAX 970-726-4343 78436 US HWY 40, r.0. BOX 1680 ^ WINTER PARK, CO 804& _~, t. - s`j - f . .' _. t'r. RE: Berry Creek/Miller Ranch PUD Tract C & Tract D Drainage Coordination Dear Mr. Despeaux: Stormwater discharged from Tract D will be conveyed into a detention basin at the western portion of Tract C through a series of swales and culverts. The original drainage report for Tract C assumed all stormwater discharging from Tract D would be conveyed in the Swale at the southern perimeter of Tract C (Reach 11). Using the information provided by DLD Engineering, as listed in•the table below, for proposed tract D basins A, B & C; the drainage model for Tract C was appropriately modified. Time of Concentration Curve Number Basin Area Basin A 19 85 Cllil l.A 11.51 Basin B 21 85 14.53 Basin C 20 85 8 84 Attached is output from the drainage model for all downstream swaIes and culverts for the 100-year storm demonstrating their ability to convey the required flow. The slight increments of one to two minutes in the time of concentration, do not affect the characteristics and function of the detention basin as modeled in the Tract C -Recreation Parcel - Phase I drainage report. If constructed as specified all swales and culverts proposed for Tract C will adequately convey stormwater from Tract D to the proposed detention basin located at the western portion of Tract C. The detention basin will adequately reduce peak discharges for the 25-year and 100-year storms to the flowrates specified in the Tract C-Recreation Parcel-Phase 1 drainage report. Should anyone require additional information please contact me at 970-476-8644. Respectfully yours, ~~ H ~o`;a;G~ wt • ~ Eric G. Williams, PE ' ~ 36353 Peak Civil Engineering, Inc. -o : ~. • ~e O • .~ EW/ew ~~~S~~N. Al E~~' P.\1100-1199\1138\docslletter-drainage-09-17-02 doc ~~~~`~ Te I 0a9e: 18 of 23 ak .7 S i 8/10/ ~ imonton Eagle, CO 174 R 0.00 D2000002 ,.9P PEAfC LAND CONSULTANTS, INC. t Q) N N ~' O ~ O ~ N ~ t` Q _ Y T ?~;~ .~: - - rn M N N ~~ O e} m ~ m m m ~ 81 '~. Q W 8 .'_ m -0 0 m ~_ ~~ ~~ -~_ n T e o ~_ v rn w ~'~~ c 0 o -~ ~~ N ?: ~'= ~~~ ~ ~. •~~Rz'~.`~F'S. ~~~ r~ _ . ~ :;M_ irt=r. . -~ ro= -~ ~ ~. ~;~>~: _ ~•~; \ C ~b _~ ~ ~ ~ U ~ O y... U ~ U ~ a ~ ~, 00 - 'Q M pj a r C Q !" ' L c'-- 0 ~ 0 '~- _C N ~ ~ a0 L W ~ ~ _ r-- c~>O ~Uo Y p a) ^^~ N f-L .~ ~ ~ ~ a o ~ o L ~ L ~ U O ~_- _._ ~ ".J .% , O V ~. V t- ;a~i. - - ~ . co U. .C] I~ n~~ III ~II ANIIII~~Q II 839283:. . ' 1138-post-dev Type /l 24-hr Rainfall=2.40" Prepared by Peak Civil Engineering, Inc. Page 1 HydroCAD® 6.00 s/n 002040 ©1986-2001 Applied Microcomputer Systems 9/17/2002 Reach 11: 11 Inflow = 27.59 cfs @ 12.14 his, Volume= 1.944 of Outflow = 23.63 cfs @ 12.36 his, Volume= 1.916 af, Atten= 14%, Lag= 13.0 min Routing by Stor-Ind+Trans rnetho~i, Ti~ re Span= 5.00-20.00 his, dt= 0.05 his Max. Velocity= 3.3 fps, Min. Travel Til ~ ~= 7.7 min Avg. Velocity = 1.3 fps, Avg. Tra~ef Time= 19.6 min Peak Depth= 1.03' Capacity at bank full= 94.50 cfs Inlet Invert= 7,269.00', Outlet Invert= 7,250.00' 4.00' x ~ 2.00' deep channel, n= 0.040 Length= 1,500.0' Slope= 0.0127 '/' Side Slope Z-value= 3.0 '/' Reach 11: 11 Hydrograph Plot . 30- --- •-----~---- •- ---, --~---- -- - ---~-------- --- 28 ------ ---: ---.- • - - - ~----.-- ---27_59 cfs, -- ~--------,---------------.---- 26- ---- ~--- --~---- _~ , - ---------- ---- LL 24 ------ --•------- _ ;----,--------- --;----~ ~ ------~ _23.63cfs -------...._- : 20 ---------------- _ , -------- ---- ---------- `-_ __ _ 14 - - - - ----- ---------- _ LL . . ,---- ------ -- ----. -----~------------ 12 ----'---- ~----•- ~ - 10 -- ~--~-- --- - -- ~ --- ---- --- ---- - - - -----_ ~_ 8- ----_----- -.------- - -------- - -- --- - -------- - - ----- ~- -- 6- ----:---- -- ---- --- - ---- --- ---- -- ---- ----~---~-- -- - -- 4--- - -.---- ---~-- _----- -• - - -- ---- - ---- .--------~-- ---- ---~ ------------ -- 2 ~- --._ - - - --- - ---- ------ - 5 6 7 8 9 10 11 12 13 i4 15 16 17 18 19 20 Time (hours) -Inflow -Outflow ~~~~~~ Page: 20 of 23 08/10!20@4 02:59P Teak J Simonton Eagle, CO 174 R 0.00 D 0.00 839283 Page: 15 of 18 Teak J 53monton Eagle, CO 174 R 0.00 07703/0200000 5.29P 1138-post-dev Prepared by Peak Civil Engineering, Inc;. Type // 24-hr Rainfa//=2.40" H droCAD® 6.00 s/n 002040 ©1986-2001 A lied Microcom uter S stems Page 1 9/17/2002 Reach 35: 35 Inflow = 22.65 cfs @ 12.89 hrs, Volume= 7.358 of Outflow = 22.58 cfs @ 12.96 hrs, Volume= 7.306 af, Atten= 0%, Lag= 4.3 min Routing by Stor-Ind+Trans method, Time S;~an= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity= 3.9 fps, Min. Travel Time= 2 ft min Avg. Velocity = 3.0 fps, Avg. Travel Time= 3 2 min Peak Depth= 1.11' Capacity at bank full= 75.42 cfs Inlet Invert= 7,259.70', Outlet Invert= 7,250.00' 3.00' x 2.00' deep channel, n= 0.040 Length= 570.0' Slope= 0.0170 '/' Side Slope Z-value= 2.0 '/' Reach 35: 35 • Hydrograph Plot 24 ------------------~------- ~--- ~ , - ~ ~ - 22.SScfs ---------- ---~----•--------- 22 -_--_-,_______-____-_ _, ___-___-- _ __-__ .~_-_ -__. _ _..-4__-_,- -_.__.____,._ ____-__.- 20- --------------r--------- --- ~ --- -- _ 12- - --- - ~- -- ~ ----- -- -------.----- -- -- - ~~---_- --~- - 10 --- - - ~----,-- . -- - ~ ~---- ----- •-------- ~ , 6 ----- - -- --~ -------.-- - -- ~ - --- __- 4- - --- - ---:- - --~--- -~----- -------' -- ----- -- - -- 5 6 7 8 9 1~0 .1,1... ,12 13 ~ '14.. •1f5 •1fi . ~ 17 . . Time (hours) 18 19 20 ~n~IYIWlull„I~~^~NIII~I083928% .. -Inflow - OUtflOW 88?225 Page: 21 of 23 08/1012004 02.59P Teak .] Simonton Easle, CO 174 R 0.00 D 0.00 1138-post-dev Type Il 24-hr Rainfall=2.40" Prepared by Peak Civi( Engineering, Inc- Page 1 HydroCAD® 6.00 s/n 002040 ©1986-2001 Applied Microcomputer Systems 9/17/2002 Reach 37: 37 Inflow = 25.76 cfs @ 12.51 hrs, Volume= 7.579 of Outflow = 24.56 cfs @ 12.75 hrs, Volume= 7.403 af, Atten= 5%, Lag= 14.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-~ C-00 hrs, dt= 0.05 hrs Max. Velocity= 3.3 fps, Min. Travel Time= 8.3 min Avg. Velocity = 2.1 fps, Avg. Travel Tirne= 13.2 min Peak Depth= 1.33' Capacity at bank full= 57.29 cfs Inlet Invert= 7,275.80', Outlet Invert= 7,259.70' 3.00' x 2.00' deep channel, n= 0.040 Length= 1,640.0' Slope= 0.0098 '/' Side Slope Z-value= 2.0 '/' Reach 37: 37 Hydrograph Plot 28 --_-~_ __ - -+- _ --------_ -- __• 26 ---- -- -. ---•- - ~--- ~--- 25-76 cfs ~ - r----'-- ------t-- -~---- -- --- --- 24.56 cfs -.------ ----~-- -- ---- i ~ ---------- 24 ----,---- -------- - ------- ' - - r-' -, -----~- ---r--------------.-----,----T----,---- - 22 -- -,- - - ---- -• ' ---' --- ~ ~ , -r- ------ - -------- -- 7 ' r ------ ---- -- 20 --- -----~------'----` --------------- . ~ , i - 16- --- --- ----~- ~ ~ ~ ~ ; - 3 14 ----~- - -- -~- --~ - -~ --~ ---- ------ ~ , _o -- -• -- --- ---- - -•- - u_ 12- - --~- --- ~------ --~----~---- ---- ~----•-- - ----•---- ~------- ------ 10_ -- -,----- ---;--- - - --------- - --------~~------ ~---- ,-- -,- ----- 8 ------------ - -- - -------~- - ---:- --.- ----- --------- -------- 6- - --- - -- --- --~---- ---- ---~--- r - -. ----,--- ---- ---- 4 -- ---- --------- -- --- - --- --- ----- --' --- - -- ---- -- - --- 2 - -- - - -- ---- ------ --~ --= ------ - -- -- -- 5 6 7 8 9 10 11 12 13 14 - - ,15~ 16~ • ~ ~17 ~ - -1+8- - 19 20 Time (hours) ~I~ VIII I II ICI VIII ~ ~ MINI ~ VIII III II 83983.: no - Inflow -Outflow iiii~ngii~uiN~~iniiuuniaini~iuaNiiii,88 enµp,,~ w ~ l ~ ~ 1 '138-post-dev Prepared by Peak Civil Engineering, Inc. TYPe ii 24-hr Rainfa//=2. ¢p~~ i-lydroC.4D® 6.00 s/n 002040 ©1986-2001 Applied Microcomputer Systems F'a9e 1 oi~ -~~.,.,r,.. Pond 36: 36 Inflow = 24.56 cfs @ 12.75 hrs, Volume= Outflow = 7.403 of 22.10 cfs @ 12.92 hrs, Volume= 7.35S af, Atten= 10%, Lag= 10.1 min Primary = 22.10 cfs @ 12.92 hrs, Volume= G~ 7.3~a of F~~~uting her Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 ors Peak Elev= 7,263.44' Storage= 8,534 cf Plug-Flow detention time=4.6 min calculated for 7.334 of (99% of inflow) Storage and wetted areas determined by Prismatic sections Elevation feet) Surf.Area Inc.Store Cum.Store 7 259 00 (sa-ft) (cubic feet) (cubic feet) , . 7,260.00 100 1,000 0 550 0 550 7,262.00 7 263 00 2,000 3,000 3,550 , . 7,264.00 4,000 5 000 3,000 4 500 6,550 , , 11,050 Primary OutFlow (Free Discharge) L1=Culvert # Routin Invert Outlet Devices 1 Primary 7,259.70' 24.0" x 35.0' long Culvert RCP, mitered to conform to fill, Ke= 0.700 Outlet Invert= 7,259.35' S= 0.0100 '/' n= 0.010 Cc= 0.900 IIIVnIWIdMnIIn~II~IIIM,I~I~ll~lgl,e„ 92,8 ~~... $$~ZL~ Page: 23 of 23 08110/2004 02:59P 1 Teak J Samonton Eagle; CO 174 R 0.00 D 0.00