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Home My WebLink About22 Wolf Pen Creek Ice Rink 03-91 400 Holleman Dr East~-~ DEVELOPMENT PERMIT PERMIT NO . 04-03-97 Project: WOLF PEN CREEK ICE RINK C:OlllGl ~TATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: HOLLEMAN PLACE LOT 3R AND ADJACENT LOT DATE OF ISSUE: 3/11/04 OWNER: FIDELIS VENTURES ,LLC 13127 KIMBERLY LN HOUSTON I TX 77079 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: 400 HOLLEMAN DR E DRAINAGE BASIN: Wolf Pen Creek VALID FOR 6 MONTHS CONTRACTOR: Clearing and Grading Permit All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance, prior to any operations of th is permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited . The disposal of any waste material such as , but not limited to , paint, oil , solvents, asphalt , concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also proh ibited . THIS PERMIT FOR SEWER LINE CONSTRUCTION PER APPROVED PLANS ONLY The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City , State and Federal requirements . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establ ishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as eros ion , siltation or sedimentation resulting from the permitted work . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that debris from construction , erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities . I hereby grant th is permit for development of an area outside the special flood hazard area . All development sha ll be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit appl ication for the above named project and all of the codes and ordinances of the City of College Station that apply . Dat f f 3{1-6/o4 Date f W DEVELOPMENT PERMIT PERMIT NO . 04-03-97 Project: Wolf Pen Creek Ice Rink COLllGl STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: HOLLEMAN PLACE Lot 3R And adjacent lot DATE OF ISSUE: 8/5/04 OWNER: Fidelis Ventures , LLC 13127 Kimberly Lane Houston, TX 77079 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: 400 Holleman Drive E DRAINAGE BASIN: Wolf Pen Creek VALID FOR 12 MONTHS CONTRACTOR: Full Development Permit All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance , prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited. The disposal of any waste material such as , but not limited to , paint , oil, solvents , asphalt , concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construct ion site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City , State and Federal requirements . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work . In accordance with Chapter 13 of the Code of Ordinances of the City of College Stat ion , measures shall be taken to insure that debris from construction , erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the C ity Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that app ly . t I Date ~ Filed for Record i n: ~autrf ~)f C~Il~~1~ra c~~1~!s!?xp~Jn~t,£~at ~: t11oun t 19. 00 Office of the City Secretary . Nu• r. _ P .O . Bo x 9960 • 1101 Tex as Aven ue • C oll e ~e Statio n, TX. 77842 • (979) 11!f-3~ !Jy~'AX: ~~-6377 www.ci.co ll ege-s ta ti on.tx .u s Syl vi a Polans ky CERTIFICATE TO COPY OF PUBLIC RECORD CITY OF COLLEGE STATION § STATE OF TEXAS § COUNTY OF BRAZOS § Before me, the undersigned authority, personally appeared Connie Hooks , who, being by me duly sworn deposed as follows: My name is Connie Hooks. I am of sound mind, capable of making this affidavit, and personally acquainted with the facts herein stated . I am the assistant custodian of the records of the City of College Station, Brazos County, Texas. Attached hereto is a full, true and correct copy of Ordinance No . 2693 adopted by the City Council on February 12, 2004 . I further certify, in the performance of the funct ions of my office, that said pages of record is an official record from the public office of the City Secretary, City of College Station, Brazos County, Texas, and are public records which are kept in said office and appear of record in said office. In witness whereof I hcu,ve hereunto set my hand and affixed the official seal of the City of College Station, this 4 day of August, 2004. ' ~ ~~ Conn ie Hooks , City Secretary City of College Station, Texas Brazos County, State of Texas Sworn to and subscribed before me on the 4th day of August , 2004 . O :group/council/open records/certification of documents JAN SCHWARTZ NO T ARY PUBLIC ST ATE OF TEXAS My Comm1ss1 on Expires APRIL 8. 2006 ORDINANCE NO . 2693 ------ AN ORDINANCE MAKING CERTAIN FINDINGS OF FACT AND VACATING AND ABANDONING A 20 FOOT WIDE SANITARY SEWER EASEMENT, THAT CROSSES AND LIES WITHIN LOT 2, HOLLEMAN PLACE SUBDIVISION, IN THE CITY OF COLLEGE STATION, TEXAS . WHEREAS, the City of College Station has received an application for the vacation and abandonment of a 20 foot wide utility easement, that crosses and lies within Lot 2, Holleman Place Subdivision , in the City of College Station, said sanitary sewer easement being more particularly described on Exhibit "A" attached hereto ; and WHEREAS on January 22, 2004, the City Council of the City of College Station, Texas, heard the application of the Economic Development Director upon approval by the City Engineer of the rerouted sewer infrastructure in a separate easement for the vacation and abandonment of the aforementioned of the 20 foot wide sanitary sewer easement that crosses and lies within Lot 2, Holleman Place Subdivision, according to the plat recorded in Volume 1040 , Page 785, of the Official Records of Brazos County, Texas; and WHEREAS, in order for an easement to be vacated and abandoned by the City Council of the City of College Station, the Council must make certain findings of facts; and WHEREAS, after hearing the application of the Economic Development Director to vacate and abandon a 20 wide sanitary sewer easement , the City Council of the City of College Station, finds the following facts: 1. The location of a 20 wide sanitary sewer easement crosses the property and inhibits its development by the owner. 2 . The sanitary sewer easement has been used by the City but the existing sewer line will be rerouted as part of an economic development agreement and there will be no need for the infrastructure in the current easement. 3. That the land use in the neighborhood appears to be stable and the use to which this property is being put is not likely to change within the foreseeable future and is similar to the use to that of the neighborhood; and WHEREAS, the City Council after hearing the application and finding the specific facts as stated above now concludes and finds that: 1. The fact that the location of the 20 foot wide sanitary sewer easement that crosses the applicant's property would deprive the owner of the reasonable use of the property for economic development purposes. 2. The fact that the land use is not likely to change within the foreseeable future provides a basis for granting the applicant's request to vacate and abandon the sanitary sewer easement necessary for the preservation and enjoyment of the substantial property right of the owner. )sic/my docs/a bandon/revis ed form ord.doc . I Ordinance No. f69.~ --~--- Page 2 3 . The fact that the abandonment of the easement is will not detrimental to the public health, safety or welfare or injurious to the property in the area once the rerouted sewer line in a separate substitute easement is accepted by the City Engineer; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, that a 20 foot wide strip of land previously platted as a sanitary sewer easement, which crosses and lies within Lot 2, Holleman Place Subdivision in the City of College Station, as described on Exhibit "A" attached hereto, be abandoned and vacated at the time of approval by the City Engineer of the rerouted sewer infrastructure in a separate easement. PASSED , ADOPTED and APPROVED this 12th day of February , 2004. APPROVED: ATTEST : CONNIE HOOKS, City Secretary APPROVED: City Attorney Joe Orr, Inc. Surveyors &: Engineers 2167 Post Oak Circle College Station, TX 77845 (979) 690-3378 Proposed Abandonment of Easement Lot 3R Holleman Place Morgan Rector League College Station, Texas December 30, 2003 All that certain tract or parcel of land lying and being situated in the Morgan Rector League (Abstract No. 46) in College Station, Brazos County, Texas, being the same 20' Sanitary Sewer Easement shown across Lot 3R of Holleman Place Replat which has not yet been filed and also being the same 20' Sanitary Sewer Easement shown acrQS:S Lot 2 of Holleman Place described by plat of record in Volume 1040, Page 485 of the Official Records of Brazos County, Texas, and being an easement twenty feet (20') in width lying ten feet (10') each side of the following described centerline: · Beginning in the northwest line of Richards Street S 41° 30' 23" W -29.26 feet from the most easterly corner of the said Lot 3R of Holleman Place Rep lat Thence N 80° 19' 19" W -440.16 feet through the said Lot 3R to the end of this easement in the proposed new southeast right-of-way line o.f Holleman Drive at a point located S 59° 29' 19" W -276.08 feet from the most northerly comer of the said Lot 3R. Bearings are Texas State Plane, Central Zone, NAD-83 datum, as determined by GPS observations and City .of College Station 1994 GPS monuments. · .......... ~ 8.21-...... 378Q, ,.,. 244 __ ,...._ I I I I ..SS ~I I I I I ---~ 1M.01' I I I I : 488 I I I .._ ___ l(IA 478 ............... ~ .... .._ ...... Clitlerl tzn-w. an. ,.,. 17 __ ,....... _ Holleman Drive 70' Right-of-Way (m.tlno) ./ Vol. 793, Pga. 214 • 21'/ '~ E -218.33' 90.39' 498 S1A S1S / / •11c-=-=-:m:o._, _ _.•==::::t1GO - I / .. a I ..... I 4> I f~fi I Q) I ... I ~2C: ..... I (/) if I ..... f I (I) I Q) ~ ___ _J .... (.) . .. ~ !ft ... Pi . w 0: . ' c: c: Cl ~ .Q\~ ~-,~~c: Pl -~~ ~.QI .c -Ol~l<l Ut ~ .!: V> 0 c '-c:·' 0 -g.c: Si~ :::r: ..!!! ·-Cl u ., Q_ l(l .!: o2S Cl Z; 0 c: c: ·-_.,, c: Ut ·c: ="""' ro L; ~ :5 Cl a: Q1 c: . '.!: c: Q1 ·->-c: 0 Cl 8' c: ·-c c: ro .!!l ·-w--> at 0 Q_ ·-c ~ -O Q) :8 W O~~~ . ... w c 0: ftl ,_ f' ~ ... -o ~ -J:~ j Cu • OI ~.e co .!: ·-ro • OI J: Q_ ., ro B lii ..; ·-:::E: -c 8 e ., ~ Spencer Thompson City of College Station Development Services 1101 South Texas Avenue College Station, TX 77840 January 5, 2003 RE: Wolf Pen Ice Rink Complex Drainage, Lot 3R Holleman Place-4.234 Ac Dear Spencer, The purpose of this letter is to detail the post-development drainage patterns for the proposed Wolf Pen Ice Rink Complex. The proposed development wi ll be located on Lot 3R of Holleman Place, as shown in Exhibit A. This site is on Holleman Drive, west of Dartmouth Drive in College Station. Drainage from this site is proposed to be released undetained . None of the site lies within the FEMA 100-year regulatory floodplain per FEMA FIRM panel 144 , FEMA revised LOMR, effective date July, 2000. Exhibit A includes the July 2000 LOMR as well as the old FIS data for reference. While the combined acreage for this property is 4.234 acres, the drainage area studied includes all 34.0 acres draining to the culvert located under Holleman Drive, west of Dartmouth Drive. The property currently drains overland to the east into an unnamed tributary of Wolf Pen Creek, then north through two parallel thirty-six inch (36") culverts under Holleman Drive, joining the main segment of Wolf Pen Creek. Pre- developed drainage areas are shown in Exhibit B. The pre-developed 100-year flow exiting this culvert (Study Point A) is 150 .3 cfs. The proposed Wolf Pen Ice Rink Complex will result in the addition of approximately 3.65 acres of impervious cover, as shown in Exhibit C. Post-developed drainage areas include PA2, PA8 , PA9, and PAlO , as seen on Exhibit D . Runoff from PAlO consists of a small area at the entrance driveway which discharges into Holleman Drive. Runoff from drainage areas P A8 and P A9 enter an onsite storm water pipe system through two grate inlets, 31-3/4 x 31-3/4 inch and 43-7/8 x 43-7/8 inch, respectively. This pipe system discharges into an offsite grass swale to the east. The pipe system links the two drainage areas by approximately 400 linear feet of twenty-four inch (24") stormwater pipe, discharging through approximately 40 feet of thirty inch (30 ") stormwater pipe to a headwall. This flow is carried in a swale that discharges through the parallel culverts at Study Point A. All roof drainage from the front half of the building discharges subsurface into inlet PA8 . PA2 includes the remaining back half of the roof, as well as the remainder of the rear of the site. This drainage collects in a swale in the back parking area, discharging offsite through an additional grass swale to the unnamed tributary of Wolf Pen Creek, and finally to the parallel culverts at Study Point A. The post-developed flow at Study Point A is 167 cfs , which is a 17 cfs increase over pre-developed conditions. Calculations are shown in Ex hibits E-1 and E - 2. A cul vert analysis was performed on the two parallel thirty-si x inch (36 ") culverts under Holleman Drive. The top of road was assumed at an elevation of 271.1 feet based on aerial topography. The tail-w ater elev at ion on the culverts w as assumed at the 100-year water surface elevation of 269.4 feet as described in the July 2000 LOMR. Please note that the July 2000 LOMR states that the difference in water surface elevation for both the 100-year and 50-y ear storm events are so small it is negligible (See note on profile in Exhibit A). The tail-water elevation in this instance will control and affect a rise in water surface elevation on the property adjacent to and east of the Wolf Pen Ice Rink Complex . The rise during the 100-year event is computed as 0 .59 feet and will only affect the adjacent 6.3 acre tract which will be purchased by the developer. Our client is aware that a rise in water surface elevation will occur on this property, and will accommodate such a rise in future dev elopment plans. Please see Exhibit F for culvert analysis calculations. If you have any questions or comments please feel free to contact us. Sincerfj)if!P Rebecca Riggs, EIT Gr ate Engineer cc: file Attachments s :\Proj \03 7 1-ice rink \docs\d rain ageletterj ans .doc EXHIBIT A • . . APPROXIMATE SCALE 500 0 500 FEET EE+3:::3c=~E?3E::3::::JE"3:::=3::============~ llATIOHL FLOOD lllSUIAllCE PIOCRAll FLOOD INSURANCE RA TE MAP BRAZOS COUNTY , TEXAS AND IN CORPORA TED AREAS (SEi MA.fl' INDEX rori 'ANeUI frrilOT P'AINTED) !ll!HI rm lll!!!! 480GIZ 0144 COU.IGE STAT10k cm Of 480013 01"4 .... ti Uter. Tk lllAr IUMIUl ..._ W.W 16-M .. ...., MAP NUMBER 481141CD 144 C EFF ECTIV E DATE : JU LY 2, 1992 Thie is a n ofticial copy of a portion of the above referenced ftood map. It was extracted using F-MrT On-Une. lhia map does not retect changes or amendments v.mich may haw been made aubllequent to the date on the title block. For the latest proOOcl Information about National Flood Insurance Program tood m a ps check the FEMA Flood Map S tore atwww.msc .fema .gov IntraNETIX Viewer [00-06-l 75P-480083.pdf] Page I of 2 Scale rn-%Cf) [!] Page ~ 0 z § http://mapl.msc.fema.gov/idms/lntra View .cgi ?O _X=l696&0 _ Y=215 l &O _ZM=0.2 ... 1/3/2004 r rt~¥ .. , '·"SV FLOODING SOURCE i~,; '-(~. ·~v~~ FLOODWAY ",.,., .j ""' ··.·'l<C! ·~ I -""'""""""'p . ' .. .. , -· 11 ",' l e . ·' ~ . WATER SURFACE ELEVATION ;::l I • , I J' SECTION MEAN REGULATORY I WITHOUT l WITH l CRO S S SE CT IO N DISTAN CE WIDT H AREA VELOCITY FLOODWAY FLOODWAY INCREASE (FEE T) (S QUARE (FEET PER FEET) SECOND) (FEET NGVD) Wolf Pen Creek (continued) D 6,1001 350 2,171 2.5 251.7 251.7 252.6 0.9 E 8,080 1 349 3,010 1. 8 263.3 263.3 263.4 0.1 F 8,815 1 186 1,551 3.6 263.8 263.8 264.l 0.3 G 9,190 1 175 1,463 3.8 264.3 264.3 2 64.7 0.4 H 10,8101 148 1,182 4 .8 266.4 266.4 267.1 0.7 I 11, 770 1 92 1,231 4.6 270.6 270.6 271.0 0.4 J 16,3001 235 1,491 3.1 280.3 280.3 2 8 1. 2 0.9 K 17,5301 223 1,448 2.7 286.3 286.3 287.2 0 .9 L 17,9401 177 1,145 3 .4 287.2 2 8 7.2 287.9 0.7 M 18,5501 65 530 7 .4 28 8 .9 2 8 8.9 2 8 9.6 0.7 19,0801 ) N 146 1,083 3.6 29 0 .7 2 90.7 291.4 0.7 0 19,5501 120 947 4.1 292 .1 292.1 292.8 0.7 p 20,350 1 51 307 5.0 293.2 293.2 293.7 0.5 Q 20,550 1 57 333 4.6 294.l 294.1 294.7 0.6 R 20,980 1 39 284 5 .4 297.3 297.3 298.2 0 .9 s 21,570 1 94 402 3 .8 302.8 302.8 302.9 0.1 T 21,970 1 46 213 7.2 304.5 304.5 304.6 0.1 Wolf Pen Creek Tributary A A 570 2 537 1,432 0.9 276.2 276.2 277 .1 0.9 B 810 2 526 1 ,541 0.9 276 .3 276.3 277. 2 0.9 c 1,0852 410 526 2.6 280.3 2 8 0.3 2 80 .3 0.0 D 1,2702 353 1,347 1.0 280.5 2 8 0.5 2 80 .5 0.0 E 1,6602 309 686 2.0 280.6 280.6 280.6 0.0 ·- 1 Feet above confluence with Carters Creek 2 Feet above confluence with Wolf Pen Creek ~ FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DATA l:. . m BRAZOS COUNTY, TX ,.... m AND INCORPORATED AREAS WOLF PEN CREEK -WOLF PEN CREEK TRI BUT ARY A ~ -. ·-. --~ -·--~ --~---------. ,., .. ,.Ill"~""''-'" ~ II 0 -...._ w ...._ N 0 0 .,i::.. f I I I --, J LOOC'It.G SOU RC E r 0 'r'1H Al.SE'. f' 0 't!ATER SllRP l:>I...l;V AT!Ot SECT !Otl EAN 1 ·1 c os s SECT I O v[S ANCC: I DTti "R£A VELOCIT'i i ll£c';Ul.A 1"0R ~· !f f; l <S~U 1' (f"EET PER !:£'!) SE~OND I \<olf P•n 1 c eek REV ISED DATA-....... (c ont:inu d ) D 6 , 1001 ' •03 1 ,8 ].i 3 .0 2 52.0 E: a,oao 1 349 ~.SS3 l. I> 26 )_) r 8 ,815 1 250 2 ,125 2 .6 26 .1 G 9 .1 90 1 2 l3 l. 974 :;i. 8 21>4 . 0 H 1 0, 6:10 1 2 4 2,170 2 .6 '1 64 . !I 1 11 ,553 1 l4 2 1,302 i.3 I 269 .4 J I 1 6 _,_ S•3 ' 2JS l , 5!t9 2 .9 2 80.7 l< 1 7' i .6 ()' 2'2) l,44 8 2 .7 286.] L ,21 ' 117 l , 14 5 3 .4 211 7 . 2 M 19. &8 ' 65 530 L 288 .9 ~ 1 . 4 101 146 1 ,08) ).6 290. 7 0 , SSQ ' 20 9 7 4.1 292 .l !' 20. 5801 5 307 5 .0 293 . Q :10, 9101 57 HJ . 6 294 .1 R ~l,l40 1 )9 2 84 5 .1' 2 7 ,) s :21,930 1 I 91. 402 ),8 )02. 8 T 2'1. 3301 1.6 'll3 7 ,2 304 . 5 ·otf p n Ci-i:k -, !'--.. ~E.$! CA.TA WERE REVISE D BY Tri ary ,., L011U1 ~Tl!.D MAY ll , ltM " 5 7fl1 20 S ll i 7 751 163 c 1 , 0751 365 D l , 2 601 325 E 1,6 o• 204 bove confluence with Carters Cr k above con uencc wl h o f Pen Creek 987 717 315 l ,0:98 SU l. 4 2"'1 !L 7 l..9 275 .8 4.3 279 . 0 l. 2 27:9.6 2 .6 279.9 WTTllOlJT l W1T11 I rl..00 'A.Y F'UX>O WAY INCREAS E (FEE."f NCVDI '152 . 0 252 .8 o . e I 263 .3 26 4 .l 0 . il 1 263 .7 2H .~ 0 .7 464 . 0 264 -7 0.7 264 .9 :l65 .7 0 .8 26:9 .4 70 .l 0 .1 280 .7 28 1.5 0.8 286 .) 287 .2 0 .9 287 .2 'l87 . 0.7 2.88. 9 2S9 .6 0 .7 290 .7 29 .1. 0 . 7 292 .1 1n . a 0 . 7 293 .2 293 . O .~ 294 .l 294 . 7 0.6 297 . 296 .2 0 ? 302 .8 302.9 0 304 -5 )QI, .6 0 . l / REVlSED ID AT :ns..' 2 7 5 .8 279 .0 J79 .6 nll .e 276 . 0 .3 l7 '1 0 .3 279.1 0.l 279 .6 o . 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I http://mapl.msc.fema.gov /idms/IntraView.cgi?O _X=l696&0 _ Y=2200&0 _ZM=0.1 ... 1/3 /2004 EXHIBITB EXHIBITE <( ~ ~ w c 0 0 0:: w ..J ..J <( <( a.. c u. u. w w 0 w I-c c (.!) 0:: ..J a.. z <( z z <( w 0 w (.J :3 ~ <( <( ..J > ..J ::!: ..J ..J z <( w w w <( 0:: (.!) 0:: ..J ~ I-c > > I-Wz w ..J 0 z w <( 0 >w > <( c I-:::> c a.. I-0 ..J 0 u. NO. AC. 0.4 0.6 0.95 ft. ft. EA1 21.21 6.69 12.26 2.26 12.18 300.0 1.0 EA2 3.76 2.93 0.59 0.24 1.75 300.0 13.0 EA3 0.87 0.76 0.00 0.11 0.41 300.0 12.0 EA4 3.59 2.82 0.58 0.19 1.66 300.0 10.0 EA5 2.19 0.74 0.37 1.08 1.54 300.0 7.0 EA6 1.51 0.00 0.00 1.51 1.43 0.0 0.0 EA? 0.87 0.00 0.00 0.87 0.83 0.0 0.0 PA1 19.93 5.41 12.26 2.26 11.67 300.0 1.0 PA2 1.26 0.00 0.00 1.26 1.20 300.0 6.3 PA3 1.43 1.32 0.00 0.11 0.63 300.0 14.0 PA4 3.59 2.82 0.53 0.19 1.66 300.0 10.0 PAS 2.19 0.74 0.37 1.08 1.54 300.0 7.0 PA6 1.51 0.00 0.00 1.51 1.43 0.0 0.0 PA? 0.87 0.00 0.00 0.87 0.83 0.0 0.0 PA8 0.68 0.00 0.00 0.68 0.65 70.0 3.5 PAX 0.00 0.00 0.00 0.00 0.00 0.0 0.0 PA9 1.39 0.00 0.00 1.39 1.32 300.0 7.3 PA10 1.14 0.00 0.00 1.14 1.08 254.8 8.5 PAY 0.00 0.00 0.00 0.00 0.00 0.0 0.0 EXHIBIT E-1 Rational Formula Drainage Area Calculations Ice Rink :: :: 0 0 ..J ..J u. u. >-0:: ::c: 0:: I-(3 u w I-w I-u I-(.!) I-..J 0 I-c.i I-z I-..J ..J w :::> w :::> <( w ii en N It) (.!) ..J (.!) u. > (.J :::> ~ C1 !!? C1 ft. ft. ft/s min min in/hr cfs in/hr cfs 2081.3 43.7 1.6 24.3 24 3.9 48.0 4.9 59.7 601.9 12.0 2.2 7.0 10 6.3 11.1 7.7 13.5 304.1 12.0 2.1 4.8 10 6.3 2.6 7.7 3.1 492.9 18.0 2.2 6.0 10 6.3 10.5 7.7 12.7 329.7 12.0 1.7 6.1 10 6.3 9.8 7.7 11.9 1827.7 20.0 2.1 14.7 15 5.2 7.5 6.4 9.2 877.4 16.0 2.7 5.5 10 6.3 5.2 7.7 6.4 2081.3 43.7 1.6 24.3 24 3.9 46.0 4.9 57.2 82.7 1.3 1.2 5.5 10 6.3 7.6 7.7 9.2 373.0 14.0 2.3 4.9 10 6.3 4.0 7.7 4.9 492.9 18.0 2.2 6.0 10 6.3 10.5 7.7 12.7 329.7 12.0 1.7 6.1 10 6.3 9.8 7.7 11.9 1827.7 20.0 2.1 14.7 15 5.2 7.5 6.4 9.2 877.4 16.0 2.7 5.5 10 6.3 5.2 7.7 6.4 365.0 2.0 1.5 4.9 10 6.3 4.1 7.7 5.0 0.0 0.0 17.0 0.0 10 6.3 0.0 7.7 0.0 30.0 0.5 1.2 4.8 10 6.3 8.4 7.7 10.2 128.4 1.5 1.5 4.3 10 6.3 6.9 7.7 8.3 0.0 0.0 10.4 0.0 10 6.3 0.0 7.7 0.0 0 It) 0 .... It) N :!: C1 ~ C1 in/hr cfs in/hr cfs 5.6 67.9 6.4 77.9 8.6 15.1 9.9 17.3 8.6 3.5 9.9 4.0 8.6 14.3 9.9 16.3 8.6 13.3 9.9 15.2 7.3 10.4 8.3 11.9 8.6 7.1 9.9 8.2 5.6 65.0 6.4 74.6 8.6 10.3 9.9 11.8 8.6 5.5 9.9 6.2 8.6 14.3 9.9 16.3 8.6 13.3 9.9 15.2 7.3 10.4 8.3 11.9 8.6 7.1 9.9 8.2 8.6 5.6 9.9 6.4 8.6 0.0 9.9 0.0 8.6 11.4 9.9 13.0 8.6 9.4 9.9 10.7 8.6 0.0 9.9 0.0 *PAX and PAY do not have any area or associated flow. These areas are included to allow pipe and channel transitions within a single drainage area. 0 !!? in/hr 7.3 11.1 11.1 11.1 11.1 9.4 11.1 7.3 11.1 11.1 11.1 11.1 9.4 11.1 11.1 11.1 11.1 11.1 11.1 0 0 0 0 It) 0 .... C1 :!: C1 cfs in/hr cfs 88.5 7.6 92.4 19.6 11.6 20.4 4.6 11.6 4.8 18.5 11.6 19.3 17.2 11.6 18.0 13.5 9.8 14.1 9.2 11.6 9.6 84.8 7.6 88.5 13.3 11.6 13.9 7.1 11.6 7.4 18.5 11.6 19.3 17.2 11.6 18.0 13.5 9.8 14.1 9.2 11.6 9.6 7.2 11.6 7.5 0.0 11.6 0.0 14.7 11.6 15.4 12.1 11.6 12.6 0.0 11.6 0.0 1/3/2004 0371-dra.xls Exhibit E-1 EXHIBIT E-2 PIPE SIZE CALCULATIONS Ice Rink 0 z E-w ..J z E-w ..J z 0 !-. E ... -0 ~ 0 ... 0 ---V'J "' ""' c .:., c efl -0 efl ·r;; ~ ·r;; ... c ... 0 ::i 0 c -~ "' ... 0 -0 ... -"' .,. .:., ~ -0 0 <!!'. fi: "' ... c.. c.: .... 0 0 z ... c.. c.: ... ... Q., ~ 0 fi: ... c.. .... !-·"= ::I -0 c 0 u -= "' -efl c c c ~ :; ... c.. .£ V'J -0 ... -~ E ·.::: "' w 100 -Year Storm ..c ... -0 '.'S! co: :::: 0 E 41 .s c..-·-0 Q., Q::l -N ... ... c.. c.. .£ .£ V'J V'J ... ... '.'S! '.'S! V'J V'J ..c -c.. ... 0 ~ E ... 0 z --~ min l~r lcrs leis· f # le~· I r lwr• 1.. 1 1 ]rt lrps 0 "y .£ ... > cfs ·• .£ <.i ~ c.. ~ u :I: E-L? z w ..J EA1 OUT 19.80 24.3 100 1S0.3 1S0.3 2 7S.1 PIPE 0.010 0.010 36 0 0 3.00 21.3 172.2 S1 EA3 EA2 S04 1S.2 100 48.7 48.7 1 48.7 PIPE 0.010 0.01S 33 0 0 1.S2 14.S 83.2 412 EA4 EA3 4.64 1 S.1 100 44.9 44.9 1 44.9 PIPE 0.010 0.02S 30 0 0 1.30 17.4 84.4 97 ... E !-... ;;. ~ ... f-l min 0.04 0.7S -0 c w @) <.i !mi; 24.39 16.46 0.47 1S.71 0.09 1S.24 IEA2 EA1-~ 7.62 . 1S.7 -100-72.6 72.61 72.6-PIPE --0.010 0.006~ 36 0 _ 0 2.60 11.1-69.S S01 IEAS EA4 2.98 14.8 100 29.2 29.i 1 29.2 PIPE 0.010 0.026 30 O -6 1.00 1S.9 86.9 3631 IEA6 EAS 1.43 14.7 100 14.1 17.6 1 17.6 PIPE 0.010 0.020 24 0 0 0.90 12.8 42.2 4S 0.38 1S.1S I ~ IEA7 EA2 0.83 100 100 9.6 12.0 1 12.0 PIPE 0.010 0.007 18 0 0 1.29 7.4 11.6 46 0.06 14.77 0.10 10.10 jPA1 OUT 2201 24.3 100 167.0 167.0 2 83.S PIPE 0.010 0.010 36 0 O"-300~ 23""6 172.2 S1 PA2 PA 1 1.20 100 100 13.9 13.9 1 13.9 DITCH 0.022 0.037 1 10 10 0.47 S.2 14.1 446 0.04 24.38 1.43 11.43 PA3 PA--:W-S.27 . 1S.2 -100 S0.9 S0.9 1 S0.9 PIPE Q.010 0.01S 33 0 0 1.S6 14.6 83.2 -412 0.47 1S.71 PA4 PA3 4.64 1S.1 100 44.9 44.9 1 44.9 PIPE 0.010 0.02S 30 0 0 1.30 17.4 84.4 97 0.09 1S.24 PAS PA4 2.98 14.8 100 29.2 29.2 1 29.2 PIPE 0.010 0.026 30 0 0 >---1.00 1 S.9 86.9 363 0.38 1S.1S PA6 PAS 1.43 14.7 100 14.1 17.6 1 17.6 PIPE 0.010 0.020 24 0 0 0.90 12.8 42.2 4S 0.06 14.77 PA7 PA10 0.83 . ----:io:o-100 9.6 120 1 12.0 PIPE 0.010 0.007 18 0 0 1.29 7.4 11.6 46 0.10 10.10 PA8 PAX 1.97 10.7 100 22.3 22.3 1 22.3 PIPE 0.010 0.003 30 0 0 1.61 6.7 29.9 40 0.10 10.79 IPAX" PA1 1.97 108 100 22.2 22.2 1 22.2 DITCH r-o.o22 0.024 1 10 10 0.62 S.O 22.S 4721 1.S8 PA9 PAY 1.32 100 100 1S.4 19.2 1 19.2 PIPE 0.010 0.009 24 0 0 1.22 9.6 28.0 2osi-o.36 12.37 10.36 PA10 IPA1 I 7.18 I 1S.7 11001 68.31 68.311 I 68.31 PIPE I 0.0101 0.0061 36 I 01 01 2.421 11.21 69.SI so11 0.7S PAY PA8 1.32 10.4 100 1S.2 18.9 1 18.9 PIPE 0.010 0.009 24 IQ1 0 1.21 9.6 28.0 190 0.33 16.4S 10.69 *PAX and PAY do not have any area or associated flow. These areas are included to allow pipe and channel transitions within a single drainage area. 1/3/2004 0371-dra.xls Exhibit E-2 p S: , . ETS h= lt -5 II --s' .4\\o£t,1 ) ,, ' ii > ' . . ---.. Tl - --·------- -------~ ---- - - -·-- "'Z. --1 ~ <z:•<z =-t:J ---~-I\ 02, -l~l -I ' \o 0rO~'Z Ol (l3(\ oJ : i --ztt lii' l -- LL OJ~T 'D)(~'Z£JZi_ \j<l) ·o-=-s·L \ ___ - ' ,, ~ :::Vl 1-k - " ~ \. " ,• : i<. ,. I EXHIBITF -~D~ LlEMAtJ - ----------1 IOPRQf\D=-~1 1 ,l _____ -----l ---- ----r'"f "{PE_ 4 ~ StlB M.t R_G t1? DCLJ LET_ ----------1 .....---'· - - - -----l/2 --------l ---+tt -Q ::: _CR 3;J~ hi1-1-.::::=-==-= ---t"t-t---~-_ \ + 2-q c., 2 D2-L _ R 413' -------__ __._ ---- ____ ___.......' bv /D ~ _4.J _5 I 3l£; = o, 1_3 ~ L-= O Li ca 11 -~~ --~ 1'.0rre = J5_0. 3 ~ 75 .13 FOK 1 Pl PE) ------+ .. P f~ :_fto1.o ~ 83.5 I ~~ --___ \/z_- ..____ I 5J3 :::-.019S (l.Q7) 2 ·~_2 .2(hL -=-_liPCl.~ )_ __ \ -t 2C\!OPL'0)2 _(0.ot +r :+8 __ _ o,1slf1s ~ i ' i' ,, > ,, f I II .. I 1' , . ' . -I • ~-~ FOR OFFICE USE ONLY CASE NO.: 03 -~i lo DATE SUBMITTED:/~ -IJ -C8 COLllGl STATION '\\:~An nL.tt DESIGN DISTRICT SITE PLAN REVIEW APPLICATION Design Review Board (Check one) D NG-1 D NG-2 D NG-3 ~WPC Dov Staff Review Only MINIMUM SUBMITTAL REQUIREMENTS Special District site plan application completed in full. $200.00 Application Fee. $200.00 Special District Review Fee (not required for OV district) $200 .00 Development Permit Application Fee . $600 .00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved .) Ten (10) folded copies of site plan, landscape plan, and dimensioned building elevations (including Color and material samples. ~a.~~. signage) , 1tJ A copy of the site plan checklist with all items checked off or a brief e planation as to why they are not checked off. Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Date of Required Preapplication Conference: /Z-9-~ ~-------------- NAME OF PROJECT /V~tr l'ew ~l'lntk.. IC& /(1/1/k ADDRESS lfa?Uf'fttN .Ptll/'9 LEGAL DESCRIPTION koL 3J:. ffelU-MkN l"tA-C#' APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name CtP(l..15 J/n.Jf114~ r /l,(,. (qtli.Jl)(At f!rf?tNf!J<) % l/lk f1"1f1.itq. I ~-....._,,.., _ __,_~~~-~=-==-- Street Address /2/ZJ K/llf8 0/4f State r&XM Zip Code -'-77'-'-o-L7<1.....__ __ _ Phone Number 71~/"J~t; -4~z5 PROPERTY OWNER'S INFORMATION : Name .$AHte J$ #eUCA--Alr City __,_./fO~v-~~tt)~'/ll ____ _ E-Mail Address wf'M1tfher ! gt1~1'J,to/f1 Fax Number 281/ t:/66· //,g;Z. I Street Address ----------------City ---------- State ____ Zip Code _____ _ E-Mail Address ------------ Phone Number _________ _ Fax Number ____________ _ ARCHITECT OR ENGINEER'S INFORMATION : Name /)lfv/P St.ATTt:?<y .tfRVHIT€t:IV~G AtJIJ ttJ@l/t1lNv % lJA1/tt> St(l=fTc:-Rt ' Street Address /tJS// ;(tfBlilfN M City _fh~ ..... wh=----=-WL...:; ____ _ State re;th4> Zip Code 7~43 E-Mail Address dsltt4 ffery e e~rfh/,lt/.11d Phone Number 71'/2~2-112.i Fax Number~71~~..,....,V_"f'_6_J~-l~S_4'.._./,._ ____ _ 6/13/03 Page 1of6 I OTHER CONTACTS (Please specify type of contact , i.e . project manager, potential buyer, local contact, etc.) Name Mtq1:u f Ho~6/r1V 1 llP {C.IV/l-Q/6/N~) c_k, /16J'ltJNIClf Mof(..(J,ffl Street Address '2/f VNl'le>thtf'( J)l(JVt' 13 City CPtUGe. 51lt17of\/ State ]txl'('; Zip Code 77!>40 E-Mail Address V~Mt'td.e/fa,.,/m~t9A~,t.om Phone Number qz1 J Zko-(,'{6 ~ Fax Number ' ------------~ PRESENTUSEOFPROPERTY __ .V,:_~-'--C'1-f\/T_.___,_ __________________ _ VARIANCE(S) REQUESTED AND REASON(S) ------------------- #OF PARKING SPACES REQUIRED __ _ MULTl-FAMIL Y RESIDENTIAL Total Acreage ____ _ Floodplain Acreage __ _ Housing Units ____ _ __ # of 1 Bedroom Units __ #of 2 Bedroom Units __ # of 3 Bedroom Units __ # of 4 Bedroom Units FOR 2 BEDROOM UNITS ONLY __ #Bedrooms= 132 sq . ft . __ #Bedrooms< 132 sq . ft . #OF PARKING SPACES PROVIDED ZZ P PARKLAND DEDICATION #of Multi-Family Dwelling Units --x $452 = $ _____ _ __ # of acres in floodplain __ # of acres in detention __ # of acres in greenways __ date dedication approved by Parks Board COMMERCIAL Total Acreage __ .f._,_Z~3_f __ _ Building Square Feet 4G P4b Floodplain Acreage b. O NOTE: Parkland Dedication fee is due prior to the issuance of a Building Permit. The applicant has prepared this application and c~rtifies that the facts stated herein and exhibits attached hereto are true and correct. Signature of Owner, Agent or Applicant Date 6/13/03 Page 2 of 6 • SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations: µcw ice s~.+nNd-~llV/:. fl ~'lf AN C/l&- ACKNOWLEDGMENTS: I, W/Ul/17!1 g,. ~1flk< , design engineer~ hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this application accor · g these d ents and the requirements of Chapter 13 of the College Station City Code . Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .) A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B . I, certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C . I, , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes. Engineer Date D . I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval :-------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. 6/13/03 Page 3 of 6 CONSTRUCTION EcoServices I November 2 , 2004 Spencer Thompson City of College Station PO Box 9960 College Station, TX 77842 RE : MS4 Notification of Discharge Wolf Pen Creek Skating Rink Additional Clearing Mr. Thompson : Pursuant to the TPDES General Permit TXR150000 administered by the TCEQ, enclosed you 'll find a copy of the Notice of Intent for the project described above. A signed copy of this document is also posted at the job site . Because the additional clearing increased the acreage beyond five acres , this site now falls under Phase I regulations. If you have any questions, please don't hesitate to call me at (281) 537-1145 . Best regards , ~C}JfalM Kelly J. Waldo Compliance Manager Enclosure cc: SWPPP Voice (281) 537-1145 Construction EcoServices, LLC 6719 Theall Road • Suite C • Houston, TX 77066 Fax (281) 537 -1146 11/02/2004 10:35 2812407730 MI LL IS DEVELOPMENT PAGE 02/05 TCEQ Office Use Only -, . "'ii '!I • Notice of Intent (NOi) for Storm Water Discharges Associated with Construction Activity under the TPDES General Permit TPDES Permit Number: TXR15 l_l_l_l_I GIN Number l_l_l_l_l_l_l_I Fee Receipt No .--------- lMPORTANT: •Use the attached INSTRlJCTIONS when completing thi s form . •After completing this form, use the attached CUSTOMER CHECKUST to make certain all items are complete and accurate . •Missi ng, illegible, or inaccura te items may delay final acknowledgment or coverage under the general permit. Application Fee: You must submit the $100 NO! Application Fee to TCEQ under separate cover (see in structions) using the attached Application Fee submittal form . (DO NOT SEND A COPY OF THE NOi WITH THE APPLICA TJON FEE SUBMITTAL FORM) Tell us how you paid for this fee : A. OPERATOR I . TCEQ Is sued Customer Number (CN) (if available): N/A 2 . Legal Name (spelled exactly as filed with the Texas Secre tary of State, County, or legal document that was used in forming the entity): Burton Construction Co . 3. Mailing Address : 4610 Sweetwater Blvd . City: Sugar Land 4. Phone No.: ( 281 ) 313-5 0~5 5 . .FAX No . 281.240 .7730 6. Type of Operator : Cl Ind ivid ual [!I Corporation CJ County Government State: TX Extension : E-mail Address: N/ A CJ Sole Proprietorship-D .B.A . CJ Federal Government CJ City Government Suite No./Bldg.No .: 200 ZIP Code: 77479 [J Partnership Cl State Government CJ other: 7. Independent Operator: l!J Yes 0No (If gove rnmental entity or a subsidiary or part of a larger corporation, check "NO") 8. NumberofEmployees: r:J0-20; C]21 -l00; CJ 101-250; [J251-500;or [J501 or hi gher 9. Business Tax and Fi ling Numbers (no t applicable to Indi viduals , Gov ern ment, General Partnership s, and Sole Proprietorship-D.B.A): State Franchise Tax TD Number: Federal Tax JD : 20-1501436 B. 811,LING ADDRESS (The Operator is responsible for payi ng the annual fee .) 0 Sa m e As Operator (check if address is the same, then proceed with Section C.) I . Billing Mailing Add ress: Suite No ./Bldg.No.: C ity : State: ZIP Code: 2. Billing Contact (Attn or C/0): 3. Country Mailing Information (if outside USA) Territory: Country Code: Postal Code: 4 . Phone No.: Extension : 5. FAXNo. E-mail Addre ss: TCEQ -20022 (07 /12/2004) Page I ofJ 11/02/2004 10 :35 2812 40 7730 MILLIS DEVELOPMENT PAGE 03/05 C. APPLICATION CONTACT (lfTCEQ needs additional information regarding thi s application, w ho should be contacted? 1. Name : Landon Ehlinger Title : Project Manager Company: Burton Construction 2 . Phone No .: ( 281 ) 313-5055 EKtension: 3. FAX No . 281.240.7730 E-mail Address: lehr1inger@burtonconstruction.com D. REGULATED ENTITY (RE) INFORMATION ON PROJECT ORSITIL 1. TCEQ Issued RE Referen ce Number (RN) (if avai labl e): Not Assigned 2. Name of Proje ct or Site: Wolf Pen Creek Skating Rink 3. Physical Address of Project or Site: (enter in spaces below) Street Number: 400 Street Name: Holleman Avenue City (nearest to the site): College Station ZIP Code (nearest to t he site): 77840 County (Counties if > I): Brazos 4. lfno phys ical address (Street Number & Street Name), provide a written location access description that cru1 be used for locating the site : (Ex .: 2 miles west from in tersection of Hwy 290 & IH35 on Hwy 290 South) See above 5. Latitude: 30.622 N Longitude: -96.3017 w 6. Standard Industrial Classification (SIC) code: 1542 7. Describe the activity related to the need for this authorization at this site (do not repeal the SIC and NA/CS code): Construct commercial building. 8. Is the project/site located on Indian Country Lands? [J Yes l!1 No If Yes, you mu st obtain authorization through EPA, Region VI. E. SITE MAILING ADDRESS (address for receiving mail at the site) 0 Same As Operator (check if address is the same, th en proceed with Section F.) Mailing Address: F. GENERAL CHARACTERISTICS Suite No ./B ldg.No.: I . Has a Pollution Preve ntion Plan been prepared as requi red in the general permit? l!J Yes CJ No If No, coverage may be denied as the PPP is required at the t ime th e NOi is s ubmitte d to TCEQ. 2. Provide the estimated area of land disturbed (to th e nearest acre): 13 Acres 3. Provide the nam e of the receiving water body (local stream , lake, drainage ditch), MS4 Operator (if applicab le) and the segment number w here storm water runoff will flow from the construction site. MS4 Operator : City of College Station Receiving Water Body : Wolf Pen Creek Segment Unknown TCEQ-20022 (07/12/2004) Page 2 of 3 11/02/2004 10:35 2812407730 MILLIS DEVELOPMENT PAGE 04/05 G. CERTIFICATION Typed or printed name Title (Required) certify under penalty of law that this document and all attach ments were prepared under my d irection or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted . Based on my inquiry of the person or persons who manage the system , or those persons direct ly responsible for gathering the informati on, the information su bmitted is , to the best of my know ledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information , including the possibility of fine and imprisonment for knowing violations. 1er c i~·at 1 authorized under 30 Texas Administrative Code §305.44 to sign and submit this document, and can provide documentation aut n a pon request. Signature:. _ _;__;_¥---'"-=~--------Date: \,-GI .. Z°t • 474 in proof of su (I lve H/11e Ink) TCEQ -2 0022 (07112/2004) Page 3 of3 11 /02/2 0 04 10:35 28 124077 30 MI LL I S DEVE LOPM ENT Use thi s form to s ubmit your Application Fee . •Complete item s l through 4 below: Texas Commission on Environmental Quality General Permit Payment Submittal Form •Staple your chec k in the space provided at the bottom of thi s document. •Do not mail thi s form with your NOl form . •Do not mail thi s form to the same address as your NOi. In stead, mail th is form and your check to : BY REGULAR U.S. MAIJ'.. Texas Comm issio n on Environmental Quality Financial Administration Di vision Cashier's Office, MC-214 P.O. Box 13088 Austin, TX 78 7 11-3088 BY OYERNIGITT/EXPRESS MAIL Texas Commiss ion on Environmental Quality Fin ancial Admin istration Di vision Cashier's Offi ce, MC-214 1210-0 Park 35 Circle A ustin , TX 7875 3 To confirm receipt of payment, call the Cashier's office at 512 /239-0357 or 239-0187. Fee Code : .GfA General Permit: TXRl 50000 I . Check I Money Order No: 2. Amount of Check/M oney Order: OD. OD 3 . Date of Check or Money Order: 5. NOi iNFORMATiON PAG E 05 /05 If the check is fo r more than one NOl, list each Project/Site (RE) Name and Physical Address exactly as provided on the NOi. DO NOT SUBMIT A COPY OF TIIE NOi WITH THIS FORM AS IT COULD CAUSE DUPLICATE PERMIT ENTRIES. 0 See Attached List of Sites (If more space is needed, you may attach a list.) Project/Site (RE) N am e: Wolf Pen Creek Ice Skating Complex Project/Site (RE) Physical Address: 400 Holleman Drive College Station, Tx 77480 -----------------------------------------------·---------· ·--------------------------------------------- -----··---···--.. --.--.-.,..----·-·-----a .a s -~ ... x ..... _ -···----·-·-=-···-.... m . --&·----·· ·----.::S---·-Z ·--::rnaz. ·--·· ·-ZA -~-·------- ·1··· / ,·. . ' :' ·;· . ·.'·_--:.·.> • ..... ij1f: ... T~l:Ft:'ff:E G~nm · qF·":\i BljRTON CONSTRUCTION co.l INC. 4S10 SWEETWATER SLVD ., SUITE 200 · . Sl:.IGAFfLAND, n<-71479 . (281 ) 313-5055 Memo : Permit . : ... ~ . ~-.. ·:. ~ ·-.... -. .TEXAs STATE ,13ANK 39QO N ~.1o:rH ST . . MCAUEN , TEXAS 71l 501 ss,001 11"149 :~. . OAT£ --··-a';;;;------c Z =n-· --· · 11• 5 l. l. ? 5 5 :I :111• M ··soa -o .:1 .· 'AMOUNT · ~. ****-~:*•$1.oo~ob ul . A. . .. c IU fa ..... 0: fl ~ .. -o ~ -QJ ..... :E ~ .:::. cu • OI u c: ca .~ ~~ • OI :E ~ ., ro fa c: "" U ro ·-::E -c 8 e ,, ~ Spencer Thompson Development Services P.O. Box 9960 College Station, TX 77840 RE: Wolf Pen Creek Ice Rink-Fire Flows Addendum Dear Spencer: January 20, 2004 We have completed an additional fire flow analysis for the Wolf Pen Creek Ice Rink per the site plan staff review comments. The ice rink is approximately 45 ,000 square feet and was assumed to be Type IHA construction per the 2000 International Building Code and equipped with an automatic sprinkler system, requiring a reduced fire flow of 1,500 gpm. Using the updated College Station water system model in MIKE NET, the required fire flow , and a domestic flow of 100 gpm, a radial eight inch (8") water line will be sufficient. Please see the attached MIKE NET report. If you have any further comments or questions please feel free to contact me . Sincerely, {lll?~p Rebecca Riggs, EIT Graduate Engineer cc: file Attachments S:\Proj \03 7 1-icerink\docs\fireflow _reduction .doc Horizontal Plan Analysis Status Tanks and Reservoirs ID/Tim 772 773 e I I I T-1 T-8 O; 0 day Emptying Emptying 0:00 hr 113.ll[gpm 3925.83[gpm ] ] Results -Junctions Time Level: O; 0 day 0:00 hr Number of Junctions : 1117 Junction ID Description I I 546 J-3290 2068 2069 2070 2071 Elevation [ft] 282.000 289.000 289.000 282 .000 283 .000 775 776 777 778 779 2037 SR-1 SR-6 SR-5 SR-4 SR-3 New Tank Filling -Filling -Filling -Filling -Filling -Emptying 3714.72[gpm 3748.62[gpm 3595. lO[gpm 4051.15[gpm 3836 .88[gpm 1233.48[gpm ] ] ] ] ] ] Demand Grade Pressure [gpm] [ft] [psi] 0 .000 504.731 96.509 0.000 504.664 93.447 0.000 503.752 93 .052 0.000 494.295 91.987 1600.000 489.015 89.266 Results -Pipes Time Level: O; 0 day 0:00 hr Number of Pipes : 1333 Pipe Description Node ID 1 1527 P-3130 546 2446 ice rink new 2068 2447 ice rink new 2069 2448 ice rink new 2070 Node Diameter 2 [in] 2068 12.000 2069 8.000 2070 8 .000 2071 8.000 Length Roughness Flow Velocity Headloss Headloss/l 000 1 [ft] [millift] [gpm] [ftis] [ft] [ft] I 260.297 120.000 258 .774 0.734 0.067 0.257 I 23 .992 140.000 1600.000 10.212 0 .912 38.025 I 248.710 140.000 1600.000 10.212 9.457 38.025 I 138.840 140.000 1600.000 10 .212 5.279 38.025 I 01 /05 /2004 12:41 FAX 9792603564 MITCHELL and MORG AN 14100 1/003 ~ /U1rcHELL&/UoRGAN, LLP ;z :'-/-/ PYYl -------E-N-G-IN_E_E_R_S_&..-CO_N_S_T_R_U_C_.T_O_R_S-------, _ 5 _Qt} TO. 511 UNIVERSITY DRIVE, SUITE 204 COLLEGE STATION, TEXAS 77840 OFFICE (979) 260-6963 FAX (979) 260-3564 FA CSIMIL E TRANSMITTA L SHEET F RO~!: Spencer 111ompson Rebecca Riggs C:O ~IP.-\NY : D 1\TE : co cs 01 /05/04 F.-\X ~lM~ER : TOTAL ~O . OF PA GES INCLUDING COVER· (979) 764-3496 3 Pl 10:-;E Nl:~\llER : SENDER'S RHERF.NCE NC~ll3ER : RE. YOUR Ill'.FERE NCE NUMUER: \'VP Ice Rink Fire Flow _-\na lys is 03 -3 )[e Of""' o ~-'1 =t- 0 L:RGENT l?f FOR REV[E\X' 0 PJ.T -:.\~E RE CYC LE NOTES i CO ~!:V!EN TS : Spencer, I completed a rating curve for the fire hydrant. If the node that che fire hydrant is attac hed on was at 20 psi, the hydrant could supply a flow of 4351 gpm. Is this the additiona l information yo u ne eded? If so I'll acid it to our fire flow analysis report. Thanks, , . ; ) } J • I i I \l--A-I /~ :-' ,, ~()1 ·· / J\ ~ 't , I ' ;. , \j .· (,_) ' ... Rebecca Ri ggs, EIT 01 /05 /2004 12:41 FAX 9792603564 Firr.J Flow Ana1ysis Results Project Na~e: ice rink nax day.GOB Calculate Fire Hydrant Rating Curve 105.18 Steady State Pressure NODE ID PRESSURE FLOW 2071 20'71 2071 2071 2071 2071 2071 2071 2071 2071 20"71 !psi; [gpm] 105.18 -18.44 94.6c 1124.40 e4.14 1800.20 73.62 2343 .04 63.ll 2817.91 52.59 3256.29 42.0 7 3:.55 2~.c~ 10 .:2 o.o c 3642.39 3993.31 4319.62 4627 .10 4920. 30 MIT CHELL and MORGA N 14100 2/003 (/) c.. Q) ... ::I (/) (/) <I> ... a.. Fire Hydrant Rating Curve 120 --··---·-------·--·---···----··--···--···-·· --.. ---· -.. I 100 80 60 40 20 0 i I l I . ·-··-----·-------------------- I I -+---------------·· . . . i i I I I ~--·---·-----··· I I +-~---~----·---'------··--------------· --·--, -----· ••W•-••·--··--- 0 1000 2000 3000 Flow (gpm) 4000 -. ' 0 _,, .... ' 0 en ' "" 0 0 .... .... "" .... .... "Ij > ~ co -.J co "" a> 0 "" en a> .... 5000 6000 ' 12 /29 /2003 13:56 FAX 9792603564 MITCHELL and MORGAN TO. jUITCHELL &: /UoRGA N, L.LP ENGINEERS & CONSTRUCTORS 511 UNIVERSITY DRIVE, SUITE 2 04 COLLEGE STATION, TEXAS 77840 OFFICE (979) 260-6963 FAX (979) 260-3564 FACSIMILE TRANSMITTAL SHEET FROM : Spencer 1bompson Rebecca Riggs CO~IP ,\NY : DATE: cocs D ecember 29, 2003 ~ 001 /006 oP-o~-4+ F,\X ~c~mE R: TOTAi. KO. OF PAGES I NCLCDI NG COVER: (979) 764 -3496 6 PHO~E :-.!UMB ER: SENDER'S llEIT.llE NCE NUMllER: RE: YOUl RF.l;ERENC E NU Mll ER: \\'P C Ice Rink Fire Flows D L"RG loNT 0 r oR REV IEW D PLE :\SE COMMEN T 0 PLE:\SE RE PLY 0 PLL\SE RECYCLE :-;OTES /COMM ENTS : ' 12 /29 /2003 13: 57 FAX 9792603564 MITCHELL and MORGAN [4J 002/006 w 0:: ... w c a:. IC .._ O'I Cl) ~ a .e Ci L.. :I: ~ .c Cl) • OI ~€ £Q .s • OI ~~ l""I ro G 16 . l""I ·-~ -c 8 e l""I OJ > Spencer Thompson Development Services P.O. Box 9960 College Station, TX 77840 RE: Wolf Pen Creek Ice Rbtk-Fire Flows Dear Spencer : December 29, 2003 We have completed a fire flow analysis for the Wolf Pen Creek Ice Rink per the site plan staff review comments. The ice rink is approximately 45,000 square feet and was assumed to be Type IIIA construction per the 2000 International Building Code, requiring a fire flow of 3,000 gpm. Using the updated College Station water system model in MIKE NET, the required fire flow, and a domestic flow of 100 gpm, a radial twelve inch (12") water line will be sufficient. Please see the attached MIKE NET report. If you have any further comments or questions please feel free to contact me. Sincerely, @2,' Rebecca Rig~ Graduate Engineer cc: file Attachments S:\Proj\03 71 -icerinkldocs\firellow.doc '° 0 0 ' «:> 0 0 1§1 .. «:> ..-! i c e rink max day.GDB Analysis Type: Steady State-12 inch line Fire Flow 3000 gpm Project Description: Summary • Analysis Status Details • Junctions • Pipes co 0 0 ...... "'1' 0 0 [§I Horizontal P lan ___ ,,,, ----....~ O F 7'.'\\ -,..:<-t'-••••••••• <$"1-''· , _ _, .. * .. 14 . ;'* .• •· ···.'<!-•• J.."'!.::....... ... * ~ f.Y~~.<?.~.1~~~j~·9~·Mai:i~·A·~·l • •••·••••••• N~ \~ 77689 'lXi tt A'·.~ 0 .· i<f ; ("&;;<l.~~.T..f-.'r;,<::··· ~ .:'t? ·~a 1l ') }:TN L <O 0 0 ' on 0 0 ~ .. M ...... M 0 0 ""' ' ~ ""' ' ""' ...... Tanks and Reservoirs ! j ID/Tim I 772 e ' i T-1 O; 0 day Filling - 0:00 hr I 249.75[gpm i I ] 773 T -8 Emptying 3683. l 2 [gpm ] Time Level: O; 0 day 0:00 hr Number of Junctions: 1117 Junction ID . Description I Elevation I I ! [ft] 546 J-3290 282.000 547 I J-3280 1284.000 I 1289.000 2068 I 2069 I 1289 .000 2070 282.000 2071 1283 .000 r i 775 776 777 778 l 779 2037 i I I I I I I I I I I I I NewTank j SR-1 I SR-6 SR-5 SR-4 I SR-3 I Filling -I Filling -I Filling -I Filling -I Filling -Emptying 3714.72[gpm 1 3748 .6 2 [gpm I 3595.I O[gpm j 405 1. l 5[gpm I 3836.88[gpm 439.05[gpm ] ] l ] i ] I ] ] . I I ' Demand Grade Pressure i I I [gpm] [ft} (psi} I I o.ooo 474.712 I 83.502 I I I 14 .962 1474.712 , 82.63~ I o.ooo 1474.470 1 80.364 I I J ! o.ooo 1474.065180.189 0 .000 469 .861 81.400 I 13000.000 1467 .514 1 79.950 <D 0 0 ...... <D 0 0 [§I 0 0 .. ""' .-I Time Level: O; 0 day 0:00 hr Number o f Pipes: 1333 I Diameter J Length Roughness I -1 Velocity I Headloss I Head loss/1000 I I Pi p e D escription Node Node Flow ID 1 2 ! i 1 [i n ] I [ft] [m illift] j [gpm] I [ft/s] [ft] [ft] I I 1527 P -3 130 j 546 2068 j 12 .000 260.297 120.000 5 17.0 76 1.467 0 .242 I o .93 1 I ! 1528 ; I P -31 2 0 1 54 7 5 46 I 12 .000 I 1 10.65 9 120.000 I -4.962 -0.0 14 I 0.000 0 .000 I ,__J 2_4_4_6__,._ic_e_n_· n_k_n_e_w-+! _20_6_8 __ ,__2_0_6_9__,.!_1_2_.o_o_o _ _,_j_2_3_. 9_9_2--;.._1_4o_._o_oo_-;._3_0_00_._oo_o-+-_8._s _1 o_-+-i _o_.4~~---_!_~:_9_0_1 ___ .. I 1 2447 j ice rink new j 2069 1 2070 i 12 .000 J 248 . 710 j 140.000 1 3000.000 j 8.s I 0 1 4 .204 1 16.902 12448 ice rink new 1 2070 207 1 12.000 138.840 140.000 3000.000 8.510 2.347 16 .902 ___ ,,,, --~~ OF /"~\\\ -",.. • • • • • • • •• • -t-'1 '• ri:o .. ··* ·· .. <.l" •, ,, . . '*... ·. ! '~ l.:..: ........................ : ..... ~ ~ VER.9.~_lf~.~;.~.:.~9f3§f.~~i'. 77689 0 _/ff J ,~,~~ u.i . Q. . ... w c 0.: ftS .... e' ~ ... -o ~ -cu .... J:~ .c QJ • 0\ u c: m .~ ~~ • 0\ J:~ ""' ro 5 ~ . ""' ·-:E -c 8 e ""' ~ Spencer Thompson Development Services P.O. Box 9960 College Station , TX 77840 RE: Wolf Pen Creek Ice Rink-Fire Flows Dear Spencer: December 29 , 2003 We have completed a fire flow analysis for the Wolf Pen Creek Ice Rink per the site plan staff review comments. The ice rink is approximately 45 ,000 square feet and was assumed to be Type IHA construction per the 2000 International Building Code, requiring a fire flow of 3,000 gpm. Using the updated College Station water system model in MIKE NET, the required fire flow, and a domestic flow of 100 gpm, a radial twelve inch (12") water line will be sufficient. Please see the attached MIKE NET report . If you have any further comments or questions please feel free to contact me . Sincerely, r2l2. ' Rebecca Rig ~ Graduate Engineer cc: file Attachments S:\Proj \037 1-icerink\docs\fi re fl ow .d oc Horizontal Plan ice rink max day.GDB Analysis Type: Steady State-12 inch line Fire Flow 3000 gpm Project Description: Summary • Analysis Status Details • Junctions • Pipes __ ,,,,~, --i~ OF l"t: '~ ;;,~~···*·········.~1}•·~ ~ •• . ·• * ./} .J!: ' ."*'' .z .................................... ~ Wt;'· ·f.q1sTc~~--~~ ~ '' 810······ v.,,, ' •,, '·-- Analysis Status Tanks and Reservoirs I I ID/Tim 772 773 e T-1 T-8 O; 0 day Filling -Emptying 249.75[gpm 3683.12[gpm 0:00 hr ] ] Results -Junctions Time Level : O; 0 day 0:00 hr Number of Junctions: 1117 775 776 SR-1 SR-6 Filling -Filling - 3714.72[gpm 3748 .62[gpm ] ] I Junction ID Description Elevation Demand I Grade Pressure I 1 [ft] 1 [gpm] 1-[ft] [psi] 546 J-3290 282 .000 I o.ooo 474.712 83 .502 547 J-3280 284 .000 4.962 474.712 82 .636 2068 I 1289 .000 I o.ooo 1474.470 1 80.364 2069 289 .000 0.000 474.065 80.189 2070 282.000 0.000 469.861 81.400 2071 283 .000 3000.000 467 .514 79.950 777 778 SR-5 SR-4 Filling -Filling - 3595 .lO[gpm 4051.15[gpm ] ] 779 2037 SR-3 New Tank I Filling -Emptying 3836.88[gpm 439.05[gpm ] ] ___ ,,,,,, --~€. OF /~ \\ ,#"'~ t-••••••••••• ..... ..., '• ;-co ... · * ·· .. IS' t '*... ... •• ,, "*" "*rJI 1·vE°Fio~i1c:.rj:·0·:MoRGAt·r" ~··· ·························:·i:i:--1 'i .'9. 77689 Q ... ~, ·.f.q1srE.'?-.~··· ~ ~ O· 3\)-03 Ss •••••••• 0 10t<tA Results -Pipes Time Level: O; 0 day 0:00 hr Number of Pipes : 1333 Pipe Description No de ID 1 1527 P-3130 546 1528 P-3120 547 2446 ice rink new 2068 2447 ice rink new 2069 2448 ice rink new 2070 N o de Diameter Length 2 [in] [ft] 2068 12.000 260 .297 546 12 .000 110.659 2069 12.000 23.992 2070 12.000 248.710 . 2071 12.000 138.840 Roughness Flow Velocity Headloss Headloss/l 000 [millift] [gpm] [ft/s] [ft] [ft] 120 .000 517.076 1.467 0.242 0.931 I i 120 .000 -4 .962 -0.014 0.000 0.000 140.000 3000.000 8 .510 0.405 16.901 140.000 3000.000 8.510 4.204 16.902 I 140.000 3000 .000 8.510 2.347 16.902 i September 30 , 2004 Mr . Steve Smith David Slattery Architecture and Consulting 10511 Raritan Drive Houston , Texas 77043 • 713/252-7324 City of College Station Fire Department 300 Krenek Tap Road College Station , Texas 77842 RE : Wolf Pen Creek Ice Rink Dear Steve , As we previously discussed , the Building Type classification for the Ice Rink has changed from Type llA to a Type llB. When this project was originally submitted we were classified as Type llA building, which according to the attached Appendix B from the 2000 International Fire Code , would have required a fire flow of 3,000 gpm . The fire flow required for a Type 118 building is 4,500 gpm. The 2000 International Fire Code allows us a 75% reduction in this fire flow quantity because of the presence of an automatic sprinkler system within the building. The City of College Station Code, however, has a local amendment which reduces this 75% credit to a maximum 50% credit. With the allowed 50% reduction , our resultant fire flow is 2,250 gpm. If we are allowed the 75% reduction per the 2000 International Fire Code our fire flow would be reduced to 1, 125 gpm (or 1,500 gpm since the Fire Code does not allow you to reduce your fire flow below 1,500 gpm). We have resized the waterline within the project to accommodate this increased flow rate. Our question results from the fact that the City of College Station will only allow us to use 1, 750 gpm per fire hydrant , therefore , requiring the addition of a second fire hydrant to the site. If we were able to utilize the 75% reduction per the 2000 International Fire Code our hydrant requirement would not have changed. We respectfully request that we be allowed to place only one fire hydrant on the site because of the automatic fire sprinkler system and the allowance for such made in the 2000 International Fire Code . Thank you for your consideration of this request. If you have any questions , or need additional information , please do not hesitate to contact me . Sincerely, David Slattery , Architect copy to: Bill Mather, Grid Project 100 , LTD Veronica Morgan , Mitchell & Morgan Spencer Thompson , City of College Station '\· ,01 /20 /2004 09 :5 1 FAX 9792603564 MITCHELL and MORGAN j11, ITCH ELL & jU ORGAN , LLP ENGINEERS & CONST RUCTORS 511 UNIVERSITY DRIVE, SUITE 204 COLLEGE STATION, TEXAS 77840 ·.-(), Spencer 1110mpson co~n' .-\)iY: co cs OFFICE (979) 260-6963 FAX (979) 260-3564 FACS IMILE TRAN SM ITT AL SHEET FRO\!. Rebecc a Riggs DAT E: January 20, 2004 F.-\X '.'L-~tl3 Ell : TOTAL !'0. OF PAGES I NC I.l!DING COV!-Jl- (979) 764-3496 4 PI I Cl'.'E '.'<l!MJJER : SE ND ER'S REI-i'.lll :NC E !\IUMl3ER: YOL"ll llEl'EllE !"C'" NCMB E ll: CS Ice Rink-Fire Flow Add en dmn D U t GEl\:T 0 FOR Rl'.\'IE\\' 0 l'J.E:\SE COMMJ::NT D Pl.EASE lt l ·'.PLY [I PU -:.bE Rl ·:CYCLE !'\OTES 'C O~l:.I E "lTS : 141001 /005 Q ~ '/I (Jl ( ... ,01 /20 /2004 09:52 FAX 9792603564 MITCHELL and MORGAN ~ 002 /005 u.i 0: ... u.i c 0:: IO._ en Q) ~ 5€ a; .... ~~ r. a; • O'I u c: U'J .5 ~~ • O'I ~& I"'\ ro IO c: "" U ro ·-::E a; c e 0 "" Q1 > Sp encer Thompson Development Services P.O. Box 9960 College Station, TX 77840 RE: Wolf Pen Creek Ice Rink-Fire Flows Addendum Dear Spencer: January 20 , 2004 We have completed an additional fire flow analysis for the Wolf Pen Creek Ice Rink per the site plan staff review comments. The ice rink is approximately 45 ,000 square feet and was assumed to be Type IIIA construction per the 2000 International Building Code and equipped with an automatic sprinkler system, requiring a reduced fire flow of 1,500 gpm. Using the updated College Station water system model in MIKE NET, the required fire flow, and a domestic flow of 100 gpm, a radial eight inch (8") water line will be sufficient. Please see the attached MIKE NET report. If you have any further comments or questions please feel free to contact me. cc: file Attachments S:\Proj \03 71-ice rin k\docs\fi reflo w _redu ctio n.doc .01 /20 /2004 09:53 FAX 9792603564 ··.\ "·"-, '· .. ..... MITCHELL and MORGAN ~ 003 /005 ! ./ .. a> 0 "'1' 0 0 N ...... 0 N ...... ""' 0 Tanks and Reservoirs i ID';:'im I 7~ 773 775 1 776 --;;;-·r-~;~·----!·--· -;;;-1 ~7-1 I j T-1 j T-8 SR-1 I SR-6 I . SR-5 1 . SR-4 . j SR-3 I New Tank i O; 0 day Emptying Emptying I Fi ll ing -Filling -I Fi ll ing -I F ill in g -I F illing -E mptying I J o:OOhr 113.ll [gpm 1 3925.83[gpm j 37 14.72[gpm 3748.62[gpm 1 3595.lO [gpm j 405 1.l 5 [gpm j 3836.88[gpm I 1233.48[gpm I I J IJ 11 ] I ] !] I J ] _J Time Level: O; 0 day 0:00 hr Number of Junctions : 1117 I ! Junction ID Description I Elevation Demand Grade j Pressure j r I . T rrt] T [gpml [ft] I [psi] ' ! 546 I J-3290 ! 2x2.ooo I o.ooo 504.73 I i 96 .5 09 j 2068 r----·-)289.000__,.i_o_.o_o_o_-+-l -50_4 __ 664 i 93.447 j 2069 I . ! 289.ooo I o.ooo j 503.752 l ~~.052 I 2070 282.000 0.000 I 494.295 l 91.987 ! i _2_0_1_1 ___ ._1,_I ____ _._! _2_s_3_.o_o_o_,_l 1_6_0_0_.o_o_o _,_! _4_89_._o_15-'-j 8_9_.2_6_6___, It:> 0 0 ...... It:> 0 0 ~ .qo <:C It:> M 0 <:C cN a> I'- a> ~ ~ .qo It:> .. a> 0 .qo 0 0 cN ...... 0 cN ...... ,.., 0 . , Time Level: O; 0 day 0:00 hr Number of Pipes: 1333 ~~e f o~cription T~~e !N~Diamc~rl~n~~o~~r-~;--JJ;~T ~~~~:~~d~~~~~l : I i i I I 1 l r I . ! I ! 1 I I I I [in] I fftJ I f millift] I (gpm} j (ft/s] [ft] I [ft) ' r-- I P-3130 1 546 j 2068 I ! 260.297 j 120.ooo 1 258.774 I l 0.257 i 1 152 7 j 12 .000 I 0.73 4 0.067 I i i I ice rink new ! 2068 J 2069 123.992 1 140.000 1 1600 .000 j 10.212 I 38 .025 I ! 2446 8.000 0 .912 I ! I ! I 2447 I ice rink new ! 2069 I 2010 1248 .710 1 140 .000 I I 1 38 .025 j 8.000 i 1600.000 i 10 .212 I 9.457 ; ' I --·--.