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HomeMy WebLinkAboutMiscellaneous (2)JUN. 27.1996 6~28PM FURY & PITTMAN INC. NO.E17 P.1i3 BLiry+~lttl'Y18.I1 PHONE NUMBER (512}328-0011 Consulting Engineers and Surveyors FAX NUMBER (512)328-0325 DATE: 4 ~Z 6 r 1~G COMPANY: C ~ --ti-r 4 ~ ~ . ~ , FAX No: ~- ~f~ti -7 6~ 3 y~~ FROM: Joys ~iCr~Oryl~~ s~. BPI .JOB NO: ~ 54- Q Z • 3 s NUMBER OF PAGES INCLUDING COVER SHEET: 3 MESSAGE (IF ANY): ~ti~'f ~'1-f~SE 1~2~ J vS7 G~rtt ~(~ 70 un ~~ t./ No Co to Follow Certified Maii PY Hard. Copy to Follow via First Class Mail Overnight Delivery Messenger PLEASE NOTE: If you did not receive all of the pages, please contact the sender at (512)328-0011 as soon as possible. Bury & Pittman Inc, 3345 Bee Cave Road, Suite 200 Austin, Texas 78746 JUN.27.1996 6~2EPM EURY ~ PITTMAN INC. N ~ N0.8]:7 P.2i~ ~~ ' ~ ~ ~. / 1 ~ v U ~/ ~ I / s•w J~~ ... ~ .. ~ ., / (..,. ~ - , _ ~1 ~ ._ ...~,~ . _ kr ~,-__ _~. o _. s~ ~ ...~ ~ ~ .- M,. ,.~..., t e,v+ - -- ~1 '~ . ._ 4 I .y // ~ ~/ /' ,' ~~ ~ ~~ •--.., .. •- ,. ~ o ry ~ ° 15 ~~ ~ ~ ~~ ~ ,a ~ ~ - ~n ~' ~ ~9 ~ ~ ~~ C ., 0.1~ w.mRw a ~ R ~ MELR08E SUBDIVISIQN ~1 Buryy+Pitl~en, Ina. mna o~ ~ aoawr+o~a PROPOSED WATER MAP J a.~ en oe~. n~.,lOni ~ .n ~w~ W m xmwco~n •EXHI6IT 2 .. ~ ~w• ,»~.M~•~~f~~^~•.un~~~~in•'nr ~wcKO ~n a~,.i i. rnro., i. n~erc.NO„+n•o~~n ~I., JUN.~7.1996 6~28PM FURY & PITTMAN INC. N0.817 ~P.3i~ ® \ , ~ / \, 1 y„ • ~~ . _ .. r C .} / .. ,. ~ p. ~W J M . ._ ~,~ ,1 ~ ~ ~ . .. ~ , ; e~ . ~: ~~, a ,. ~ e a~ ~~ v~ ~~ ~Q ~ ~~ a ~.. 3 0 ,~ . .~ .~__ - - -~ ,. ,. I . 9 _,_. ~. 4 w .. , _.. .,. ~~ '~'1 ~,~ r -~.- .:,~ w ~' ~ o c ~ .- -- - N - ~ ~ I/ . >~ ,.,, ~ ~~. I ~1C/S~F rJ (t .~ JUL. 3.1996 9~07AM FURY & PITTMAN INC. N0.~50 P.li6 Bury~Plttman PHONE NUMBER (512}328-0011 Consulting Engineers and S~u~veyors FAX NUMBER (512}328-0325 DATE: ~i~yd TO. f/~~+i~~ wLG~~ COMPANY; Gr f GoccEG~ Ti¢T~ o ~ FAX NO: 1- y~y- ?~ y~ 3yfL FROM: ~.?6+~ ~ Fj/I~kOMt~fN ~f~. BPI 70B NO: 7,~"f-~Z ~ ~ 3 NUMBER OF PACrES INCLI.TDING COVER SHEET: MESSAGE (IF ANY): ~ ~'~~~ GAZC >F o+~ 4e~ Sflou cA ~~ ~ kXNrB~~" ~ 4vESTrprJS. ~lJP~.i¢ r„JG ~H~ M~~~ vv~r~'/Lc,NE L ~ a+~T, ,,r No Copy to Follow Certified Mail ~, Hard Copy to Follow via First Class Mail ~ Overnight Delivery Messenger PLEASE NOTE: If you did not receive all of the pages,. please contact the sender at (512}328-0011. as soon as possible, Bury & Pittman, Inc. 3345 Bee Cave Road, Suite 200 .Austin, Texas 7874b h Bury+Pittman Consulting Engineers and Surveyors LETTER OF TRANSMITTAL Bury & Pittman, Inc. 3345 Bee Caves Road, Suite 200 Austin, Texas 78746 Tel 512/328-0011 Fax 512/328-0325 TO City of College Station DATE July 1, 1996 1101 TOXaS AVenUe SOUth PROJECT NUMBER 759-~2.5~ College Station, Texas 77840 DATA CODE OVerrilght ATTN: VeTOn1Ca MOrgari ROUTING: Flle RE: Melrose Infrastructure Documents WE ARE SENDING YOU: ' THESE ARE TRANSMITTED: Shop Drawings Original Drawings As Requested For Your Use. X Prints Specifications X For Review and Comment Reports NUMBER DESCRIPTION 1 Set of waterline exhibits REMARKS DISTRIBUTION: PREPARED BY: John G. Friedman, Jr: . ~. If enclosures are not as noted- kindly notify us at once. a cu a ~~~ laQ ae ~ I~,~ l~ ~ su1P a r ~~ cr ~~~~0 ~~ ~~~ L~ ~~ ~' ~ ~ a C~ ~1 ~~~-1 _ ~ F °• CITY OF COLLEGE STATIOI`I Post Office Box 9960 1101 Texas Avenue College Station, Texas 77842-9960 (409) 764-3500 March 29, 1996 Bury & Pittman, Inc. Consulting Engineers and Surveyors Attn: Mr. Gregory S. Strmiska, P.E. 3345 Bee Caves Road, Suite 200 .Austin, Texas 78746 RE: Proposed Multi-Family Development at Luther Street and Jones-Butler Road Dear Mr. Strmi ka: It has been a pleasure working with you to provide a quality development within the City of College Station. As we discussed during the predevelopment meeting on Monday, March 18,' 1996, the developer would be responsible for the construction of Southwest Parkway'. West .and Jones-Butler Road through the property being developed..However, at that time we were unable to indicate what classifications thesetwo streets would have other than what was shown on `the Thoroughfare and Transportation Improvement Plan approved by the City Council. Since that meeting, we have determined that Jones-Butler can become the minor arterial and Southwest Parkway the collector. With either classification, city staff will recommend to the Council-that both streets be extended to Luther Street in order to provide fora better transportation system. As for the costs incurred to construct Luther Street, we propose at the present time for-:.the right-of--way to be dedicated as part of .this plat with assessments made to abutting;. property owners when .the. City constructs the street. The required right-of--way for a Luther is sixty (60) feet and should concur with the Woodway West -Phase I.Plat; If the development requires access to Luther, then the developer will be responsible for the construction necessary.to provide a street section capable of carrying the increased traffic In addition,. access.will not be allowed to Luther unless the street meets current City standards. The' construction and dedication of right-of-way for,Jones-Butler is the responsibility;of Mohawk Ltd. due _ ~~ -to these parcels being out. of the .same original .parent tract. This street will require eighty_ (80) feet of right~f-~vay when constructed. As with Luther, access will be denied to 3ones-Butler if the street section does not meet current City standards. If you have any questions or comments, feel free to contact me at (409) 764-3570.. Sincerely; 7~~ ~'- Steve Horneyer Graduate Engineer cc: ,iini Callaway, Asst. Dir. of Development Services Kent Laza, City Engineer Veronica Morgan, Asst. City Engineer Shirley Volk, Development Coordinator David Owen, Intergroup _ Edsei Jones, Mohawk Ltd. Home of Texas Pr&M Qniversity Apri12, 1996 Bury & Pittman, Ina Consulting Engineers & Surveyors Attn: Mr. Gregory S. Strimska, P.E. Mr. John Friedman 3345 Bee Caves Road, Suite 200 Austin, Texas 78746 RE: Draft Meeting Notes of Predevelopment Meeting 3-18-96 for Integroup College Station Development Gentlemen: We have reviewed the draft notes from the subject meeting and have identified several sentences which should be changed to reflect the intention of taff's comments. E~r1~'E ~~ A5 ~~~~~~ ~ ' Proposed Water Service (Replace .) _ _ °'" We discussed two options to upgrade the. system ifnecessary-'''tine option into increase the size of the existing line located in the Southwest Parkway right-of--way; either by paralleling with a 12" line or replacing with. a 16" line... The second option. is to extend a 16" line from the end of the existing 8" line on Southwest Parkway W. The 16" ine would need to connect in one of two ways: The first possibility would be to connect. the line back into the 6" line in Woodway Drive. The second, and most preferable possibility, is to extend a 16" line from this site along the Luther Street right-of--way and tie into an existing 18" line located in Marion-Pugh. ~t~' a1Ar~~. ,C,/~£S itl~E5.5~.GS/ z~ ~,~,Jg TNiS ~oT~cr A-zE' -~/~ ~sPo~~iFSi~~ 7'y~ Proposed Wastewater Service p~ 7NE DE~E ~/~,~ ~/T~} f~//f~ ~2Cr OG~k' '% f~D~p ~'~~/% ,~j' /7 7`a '~~.C(~Eg7~~/S niC~pd~ c~~/~j/~ While tapping into the 8"line parallel to Woodsii~an~rivYe~vi~i~c~~~~~nchca~d tiiaf the ~ity c/T . ~ prefers a connection tote 15'' line located near the,~Ra and Gre property~djac F,M. 281~~~~~~~"'`''`' a project of this size. ~~ GO~/Lp AL60~ ~ 2t/~o ee~~ ~~~ ,t ~G .e~~=rlGC~~ EtYect~a ility ( orrect sentence'. #2 as follow a The developer would pay 20% of all expenses incurred due to the new development (i.e., transformers, etc.), plus 100% of the cost of transformer pads, conduit and conduit installation. TRANSPORTATION Luther .Street (Replace the entire. paragraph as follows:) This road is scheduled to be upgraded. to a collector street based on the thoroughfare. plan. However, a time frame for this project has not been discussed or developed by the City. The City would propose. at the present time for the right-of-.way to be dedicated as part of this plat with assessments made to abutting properly owners when the City. constructs the street. The required right-of--way for Luther is 60 feet, and should concur with the Woodway West.:- Phasel Plat. If the development requires access to Luther, then the developer will be responsible for the construction necessary to provide a street section capable of f carrying the increased traffic. In addition, access will .not be allowed to Luther unless the street meets current City standards. Jones-Butler (Replace the entire paraeraph as follows: The :construction and dedication of right-of-way for Jones-Butler is the responsibility of Mohawk Ltd. due to these parcels being out of the same original parent tract. This. street will require 80 feet of right-of--way when. constructed. Any width beyond that required to serve this project is eligible for a request for oversize participation by the City. As with Luther, access will be denied to Jones-Butler if the street section does not meet current City standards. Southwest Parkwav (Add the following:) Until the adopted Thoroughfare Plan is changed, the staff would recommend the continuation of Southwest Parkway through this property to Luther as proposed. Woodway (Replace with the following:) The extension of Woodway Drive into the. Integroup property will not be required as it is shown to intersect with a street which ties back into Southwest Parkway off this property, but on properly labeled "Reserve Tract" on the Final Plat of Lots 1-5 Parkway View Addition. The "Reserve Tract" contains 4.36 acres and was owned by Arapaho, Ltd. at the time the plat was filed in the fall of 1995. PRELMNARY AND FINAL PLAT (Replace with the following:) The preliminary plat can be processed concurrently with the zoning application. Both the preliminary plat and the final.. plaf must go before the Planning and Zoning Commission and the City Council. Every effort should be made to clear up .review comments before the Planning & Zoning Commission, but in the event that cannot be achieved, staff will work with the applicant as much as possible to address any problems. Changes to infrastructure construction documents do not have to be made prior to being considered at these public meetings, but rather, must be made and the documents approved for construction prior to filing the final plat for record with the County. We appreciate you sending your written notes covering what was discussed at the meeting, and the opportunity given to us to correct any misunderstanding of the discussion. We look forward to working with you on this development. Sincerely, Shirley J. Volk Development Coordinator cc: J. CaII~way K.Laza V.Morgan S.Homeyer D.Owen, Integroup E.Jones, Mohawk, Ltd. File AFAR-01-1996 11 32 FROM FURY & PITTMAN, ING. TO 14097643496 P.01 $L1Y"~-I-P1t~t11a.I1 Consulting F~nee~ ~ ~~ FAX NUMBER (512) 328-0325 AusiSa, Tezas Tel 31Z / 32&~Ql l Faz 3fg /348-Q'IS5 PATE: ~ /~/~ ~ COMPANY: C,r~r~ o F ~vLL~(rE s~4-r,a~ FAX NO: (~ ~J~f - 7 ~ z~ - ~ `i ~ (~ FROM: .~ u ~ ~ ~rz-, ~or't+~ N X12 , BPI JOB NO: 1 j ~ - p 7, . ~ ~ NUMBER OF PAGES IIvCLUD1NG COYER SHEET:. ti MESSAGE (IF ANA: ~!g ; r (. ~, _ _T ~% ~ y~~ G,~'~-S w~,- l~ ~~er ~'~-u G; ~'o vr~ , ~r w. e. KS,~ n /~ ~" No Copy to Follow Certified Mail Copy tD Follow via Fiist Class Mail Overnight Delivery .,Messenger PLEASE NOTE: If you did not receive all of the pages, please contact the sender at (512) 328-0011 as soon as possible. ~~~,,~ 3345 Bee Cave Aad, 31u~e 20D nustui, Tee 18746 GnOV 1 OITTV AU .ur i '~ ~ U ~~ ~ ~ ~ ~ ~ ~~~ -~~ ~ ~ ~~ ~ o~ v~~ Apnl 2, 1996 111 ~ ~ (~ ~l ~ ~ ~ ~~ ~~ `~ ~~ ~ ~ v ~ , Bury & Pittman, Inc. ~ ~ ~ 1 .Consulting Engineers & Surveyors O~ ~ ~ ~~ Attn: Mr. Gregory S. Strimska, P.E. ~ ~ ~ ~ Mr. John Friedman ~ ~ ~ ~ ~~ ~ 3345 Bee Caves Road, Suite 200 ~ ~Gj~ Austin, Texas 78746 RE: Draft :Meeting Notes of Pre velopment Meeting 3-18-96 for Integr up College Sta ' n Development ~~ ~ ~ ~' /~,, ~'~n/TGE/ ` y We have reviewed the draft note from the subject meeting and have identified several sentences which should be changed to reflect w t the staff said. 1 We discussed two options upgrade the system. if necessary. One option is to increase the size of th~ existing line located in th Southwest Parkway right-of--way; either by paralleling with a 12" line or replacing with a 16" line. is to extend a 16" line from this site °°* along Luther Street right-of-way to an existing 18" line located in Marion-Pugh. 2~~~ Proposed Wastewater Service While tapping into the 8" line parallel to Woodsman Drive was discussed, we indicated that the City prefers a connection to the. 15".line located near the Raymond Gretzky property adjacent to F.M. 2818 for a project of this size. Electric Availability (Correct sentence #2 as follows:) The developer would pay 20% of all expenses incurred due to the new development (i.e., transformers, etc.), plus 100% of the cost of transformer pads, conduit and conduit installation. TRANSPORTATION Luther Street (Replace the entir~aragraph as follows:) This road is scheduled to be upgraded to a collector street based on the thoroughfare: plan. However, a time frame for this project has-not been discussed or developed by the City. The City would propose at the present time for the right-of-way to be dedicated as part of this plat with assessments made to abutting property owners when the City constructs the street. Thee. required right-of--way :for Luther is 60 feet, and should concur with the Woodway West - Phase I Plat. If the development requires access to Luther, then the developer will be responsible for the construction necessary to provide a street section.capable of carrying the increased traffic. In addition, access will not be allowed to Luther unless the street meets current City standards. Jones-Butler (Replace .the entire paragraph as follows) . w The construction and dedication of right-of-way for Jones-Butler is the responsibility of Mohawk Ltd. due to these parcels being out of the same original parent tract. This street will require 80 feet of right-of--way when constructed. Any width beyond that required to serve this project is eligible for a request for oversize participation by the City. As with Luther, access will be denied to Jones-Butler if the street section does not meet current City standards. Southwest Parkway (Add the following:) Until the adopted Thoroughfare Plan is changed, the staff would recommend the continuation of Southwest Parkway through this property to Luther as proposed. Woodwav (Replace with the following:) ~ " ~~.E- L,,~~ M~ The extension of Woodwav Drive into the Integroup property will not be required as it is shown to-t~e~ta a street which ties back into Southwest Parkway off this properly, but on property labeled "Reserve Tract". on the Final Plat of Lots. l-5 Parkway View Addition. The "Reserve Tract" contains 4.36 acres and was owned by Arapaho, Ltd. at the time the plat was filed in the fall of 1995. PRELIMINARY AND FINAL PLAT (Replace with the following:) The preliminary plat can be processed concurrently with the zoning application. Both the preliminary plat and the final ..plat must go before the: Planning and Zoning Commission and the City Council. Every effort should be made to clear upreview.comments before the Planning & Zoning Commission, but in the event that cannot be achieved, staff will work with the applicant as much. as possible to address any problems. Changes to infrastructure construction documents do not have to be made prior to being considered. at these public meetings, but rather, must be made and the documents approved for construction prior. to filing the final plat for record with the County. 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C ~_ y ~ ~ N v 0 H N N df ~ C E a~'i o ~ '~ F ~- C) c~ v ~ O f- ~ v a~ to ~_ p ~ ~~ N .~ ~ ~ ~ a a ~ a ~' r ~ o ~ ~ ~ Z ~ E ,~ c y ~ y W o Rp C ~ W N m M- W ~~ ~~ ~ N C ~ F~ Q C l'~9 O m ~ ~ V f-- ~ ~ Q Z ~~ _~ ~N .~ ~ z~Q O ~ U F ~ LJL N7 d W ~o ro ~ a V ~ LL 0 ~ ~ O ~ a ~ ? W a~ ., o ~ ~ ~ ~ ~ ~ O ~ ~ o m ~ ~ 2 ~ ~ ~ w V ~g a Z a ~ . v .r c/ht\ f .~'~- i i vrv ~W~~ ,~~~ a~ ~~~~~. ~. _~~ __--- ~,f U ~EC'~e~aGarne UrLn, ffc~ tt~,'- U/iCC 4 From: Edwin Hard To: SKUENZEL Date: 6/17/96 9:52am Subject: OP forJones-Butler, Melrose -Forwarded Sabine, See my note: to Kent on Jones Butler. Since the presub, I have been contacted by a a Joseph Mulvihil with Bury and Pittman. W/respect to Friedman's Comment Response to the. presub, I had a different understanding of each point. RE Point land 2. StaffRec Section... Pve told Mulvihill and I thought I told them in the presub,. that while Iagreed-with the TIA's assessment that 41anes could handle the traffic. on Jones-Butler, it needed be constructed to the. same standards as the. current SW parkway which is 56` in width. Mulvihil said he has informed his clients about this and has faxed me a copy of a cross section of J-B showing the 56' in width. Here is the pointof confusion and perhaps miscommunication. SW Parkway is shown as a minor arterial but it is built to our current major arterial standards. Under the newdraft t-fare plan and new street design standards, a minor arterial has the ROW and paved section requirements of our current major arterial. Pve spoken with Mulvihill several times now. hopefully, by now, it's known by all within Bury & Pittman. I also asked that Mulvihill coordinate with their Traffic Engineering consultants about the striping/lane design on Jones-Butler. Re point 3. The City didn't offer any cost participation on Luther. It was my understanding that they would dedicate the additional 20' of ROW needed and build a section of Luther street from Marion Pugh west for a distance equal to the amount of frontage that their property has on Luther. I don't recall Kent offering any city funds for this. Point 4.... per my conversations with Mulvihill, they should know they're looking at a 56' paved section on J-B. They failed to mention the access to SW Parkway and the bus turn around. Recall that I informed them that A&M would probably not provide them shuttle service with access only being on Luther. CC: SVOLK,IKEE From: Edwin Hard To: KLAZA Date: 6/17/96 8:35am Subject: OP for Jones-Butler, Melrose. Kent, I know your out right now but Pm writing this while I still remember it. The Mehose folks are showing J-B as a 56' section in an 80' ROW. From. a traffic capacity standpoint this is fine. What concerns me is that in our discussions on the Dartmouth extension, we've talked about a 66' paved section #o allow for bike lanes. Both Datmouth and SW Parkway will be minor arterials on the new plan. ff it's decided that we should have the 66'paved section,. Jane and I had talked about the possibility of providing some OP on Jones Butler in order to get an additional 10' of ROW and 10' of paved section. This could be brought before they begin -site design and perhaps when we begin to negotiate the terms of a development agreement. Are there any OP $'s available? CC: JKEE, SVOLK P JUN.15.1996 Bury+Pittxnan Consulting Engineers and S~u-veyors FAX NUMBER (512) 328-0325 Austin, Texas Te1512 / 328-0011 Fax 512 / 328.0325 BATE: CO ~ ~ ~~g'C-a COMPANY; G 4'71 0 ~ C~ ~„L,~ E ~~-?c~„J FAX N0. !.~ D9 - ~(a4 - 3Qr91y FROM: J o5E¢' ~t N1 U1_V! MI l BPI JOB N0: -~ c~ . Q ~, OD NUMBER OF PAGES INCLY7DING COVL~R SHEET: ~ MESSAGE {IF ANY): ~~~ ink ~L~~S,E ~~E1/l~ ~ A-+~f~ c~U~. ~F `you ~I~/~ !a~-1 Y Q v E S+ t c~u.15 ~. r f ! /1i i s ~ No Capy to Follow Certified Mail Hard Capy to Follow via First Class Mail Overnight Delivery Messenger PLEASE NOTE; If you did not receive all of the pages, please contact the sender at {512) 328-0411 as soon as possible. fluty ~ Piarnen, !no 3345 See G~va Road, Suite 200 Austin, Taxat 78746 9~51AM FURY & PITTMAN INC. -~- i~~% N0.054 P.li3 BURY & ~ITTMQN, INI: --- _ ~ ~ P JUN.15.1996 a ~_ 9~51AM FURY & PITTMAN INC i N0.054 ~ ,P.2i3 _~ A O s R U . \ I' C c JUN.15.1~96 9~51AM k. F ti. ~ I I ~ I ~~ ~ ~ ~~ ~~ I. ~~ 7 I i ~~ ~' i f w o N - I („~ ~ ~ -P P~ ~ Iii I ~ I ~ -P . ~ -~ II~ i~- ,~ J -~ 'l ~ t FURY & PITTf~AN INC. /~$^~ ~ ~~~~ 1 I / `' ~ ) ~ 1' ~~'~/ li~ o~ of O Z N C '_'~ ~o v N N m N G~ N w ~ J . ~ N0.©54 -P.J~J X ~/~~\` I z IJ `~ 1 ~Q a7 ~ 1t ~ 1 ~~ I~ ~ ~ ~ ~ 1 ~ ~ 1 11 f ~ ~ l f ~ j -p -~ ^~ t~~'I r~ O l~ ~ ~~ ~mN~m~9 ce ~ ZJ ~~z°o~~Z I ~ acn~zao I ~'NCamm~,i ~ I !•~ ~m~ ~pX 1 ~° aoosmx~ I ~ ~ is °m~z''az 1 1 ~= a~a~a~~,. ~ 1\~f zMZ~o~°m v~va~ao~ ~~a~dZ~ omF=z'~i cp°aM0 v . cx9~am~ CnyN~~C ~ rt~~ yea v~r~~~a I ~*~~om f ~ ~ i e ~ ° ~ ~ °° MATCHLIN I t 1 STA 14+ t SEE SHEE ,~ 1\'IINII\'IUl\'I REQUIREMENTS FOR PRELIMINARY PLATS (ALL CITY ORDINANCES MUST. BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ® 1. Narne & address of subdivider, recorded owner, planner, engineer and surveyor. ^ 2. Name & address of all lenders on the property. ^ 3. Name & address of all easement holders: ~ 4. Proposed name of subdivision (not spelled or pronounced similarly to any other subdivision in Brazos County, Texas). C~ 5. Total area intended to be developed. L7~ a. key map. (vicinity map) not necessarily to scale. ~ ^ 6. Number of lots. 4 ^ a. number of lots by Zoning District. 1-- /k~`,.~G ^ b. average acreage of each residential lot by Zoning District. k Cd'~ 7. Approximate area of street right-ot=way. j . 2~7 QC ~ l~" 8. Proposed parkland dedication. Wtrrl ~ ~~b BY r"~~' 9. '~c~ur t/~t, !(.'' w.L tDrt~1D 5-r2Fs - 1 Requested oversize participation ite-~~s, if any. (p~tSTjZ~.tc,'noK[ t~ C~c7~{L'iZ ~1D'3a1~f~S-3Cc.rR~ '~~, ^ 10. Proposed MASTER DEVELOPMENT PLAN which includes: a. proposed land uses, including but not limited to street rights-of--way; b. proposed zoning changes; ~ c. proposed drainage development; ^ d. proposed public improvements, including but not limited to parks, schools, and other public facilities; ^ e: proposed utility services (water and sanitary sewer). ^ 11. .IMPACT STUDIES {traffic, .electric, water, sewer and drainage) quantifying the increased demands that will be placed on the system as a result of the proposed development, including areas not designated for immediate development. ~7 12. Application fee. i~P<<'D S'2~'gL 13. Preliminary plat. drawn on 24" x36" sheets at a scale of not less than n 100 feet per inch and including the words "PRELIMINARY PLAT- NOT FOR RECORD" in letters 1/2" high. (When snore than one sheet is necessary to accommodate the entire area, an index sheet at appropriate scale showing the entire area shall be attached. (INCLUDE DATE THE PLAT WAS SUBMITTED AND THE DATES OF ANY REVISIONS ON THE PLAT). C'~ I4. Name of contiguous subdivisions and names of owners of contiguous parcels of unsubdivided ^/ land, and an indication whether or not contiguous properties are .platted. ld' 15. Descriptions by metes and bounds of the subdivision which shall close within accepted land survey standards.. y< ^ 16. Primary control points or descriptions and ties to such control point, to which, all dimensions, angles bearings, block numbers, and similar data shallbereferred (later). The plat shall be located with. respect to a corner of the survey or tract, or an original corner of the original survey of which it is a part. 17. Subdivision boundary lines indicated by heavy lines. 18. Location of the One Hundred Year F oodplain according to the most recent available information.. o ~7 19. rth arrow. Date of preparation, scale in feet and n e 20. levation of Topographical information, including contours at 2 foot intervals, flow line streams, and wooded areas. ^ 21. Location,: approximate dimensions, descriptions and name of all proposed streets, alleys, drainage structures, parks or other public areas, reservations, easements or other rights-of- way; blocks, lots and other sites wit}lin the subdivision. ^ 22. Proposed drainage. channel cross sections, if any. ^ 23. Existing and/or proposed well site locations. w 24. A number or letter to identify hich lot or site and each block.. , i 25. Location of current city limits line anld current zon ng. district boundary. ^ 26. Ultimate primary system destination of storm water for a distance of'at least one quarter mile down stream and possible storm sewer, water, gas, telephone, cable television, and electric and' sanitary sewer connections. ^ 27. All streets must be continuous or end in a cul-de-sac. ^ 28. Indicate any variances requested and reasons for same. fom~s~plan~A~~mplat~8-95 From: Jane Kee To: sbeachy,rploeger Date.: 6/14/96 12:12pm Subject: Melrose Subdivision remember this one., Ric - the property on Luther and Jones=Butler? We did mention to them about a land dedication and whether they are willing to talk about selling another 6 acres or so. ..They were not closed to the idea. We will meet with them next Wed. or Thurs. before Thurs. nite P&Z about their rezoing request and their PP, both of which are. on that P&Z mtg. If they have an answer about the parkland, and it is yes, we're want to talk about selling and dedicating, we need to get them on the next Parks Board mtg. (I assume. July 9th) cause they will be moving right ahead with the final plat ASAP. Once we meet with them and find out what they are willing to talk about we'll qet right back to t'a'll and get the ball rolling with Parks Board. Geez - things move fast around here. CC: svolk,skuenzel From: Edwin Hard To: SKUENZEL Date: 6/17/96 9:52am Subject:. OP for Jones-Butler, Melrose -Forwarded Sabine, See my note to Kent on Jones Butler. SInce the presub, I have been contacted by a a Joseph Mulvihil with Bnry and Pittman. W/ respect to Friedman's Comment Response to the presub, I had a different understanding of each point. RE Point land 2. Staff Rec Section.... I've told Mulvihill and I thought I told them in the presub, that while I agreed with the TIA's assessment that 4' lanes could handle the traffic on Jones-Butler, it needed be constructed to the same standards as the current SW parkway which is 56' in width. Mulvihil said he has informed his clients about this and has faxed me a copy of a cross, section of J-B showing the 56' in width. Here is the point of confusion and perhaps miscommunication. SW Parkway is shown as a minor arterial but it is built to our current major arterial standards. Under the new draft t-fare plan and new street design standards, a minor arterial has the ROW and payed section requirements of our current major arterial. I've spoken with Mulvihill several times now. hopefully, by now, it's known by all within Bury & Pittman. I also asked that Mulvihill coordinate with their Traffic Engineering consultants about the striping/lane design on Jones-Butler. Re point 3. The City didn't offer any cost participation on Luther. It was my understanding that they would dedicate the additional 20' of ROW needed and build a section of Luther street from'Maron Pugh west for a distance equal to the amount of frontage that their 'property has on Luther. I don't recall Kent offering any city funds for this. Point 4.... per my conversations with Mulvihill, they should know they're looking at a 56' paved section on J-B. They failed to mention the access to SW Parkway and the bus turn around. Recall that I informed them that A&M would probably not provide them shuttle service with access only being on Luther. CC: SUOLK, JKEE v .. From: Veronica Morgan To: SVOLK Date: 6/14/96 10:50am Subject: Melrose rezoning -Reply -Reply well, what we talked about in the meeting yesterday at lpm is what we got. we can say it is our responsibility but if we have no funds or inadequate funds to fix it then: we cant ell the development "come on in, we'll take care of it". as jim called it "it is the policy of reality". we will have to be careful when we tell the developer that if they want to develop their property then they have the following options: 1. if they want to develop before we can get the infrastructure in, then they could build it (with possible reimbursement from us in a development agreement) 2. they, can wait to build until we have the funds to correct the infrastructure problem 3. or perhaps they can rezone to a lower intense use and build something that our existing infrastructure can handle i think this sums it up. »> Shirley Volk 06/13/96 ll:llam »> V: Whatever kind of answer did you; get on this? »> Veronica Morgan 0b/07/96 04:22pm »> jim, i am working with bine on the above rezoning staff report. i understand that we have some sewer problems in this area and-i need to have some guidance in addressing this in the staff report. (STAFF REPORT DUE TO JANE ON TUESDAY) at our last project coordination meeting (5/28/96) i mentioned that this project was coming and that i recognized that we have sewer problems in the area. i tred'to explain to everyone at the table (jeff koska, brett, kathryn anthony, tony mchalsky) the new policy regarding rezonings, existing zoning and existing infrastructure concerns., (1) i explained that if the proposed development would meet the existing zoning restrictions that any infrastructure problems we may have or that may be created by this development would be ours to accept and fix. in other words, we are shifting the financial responsibility for existing/newly created infrastructure problems to the`Cty. and (2) i explained that-if the proposed development would NOT meet the existing zoning restrictions and would be requesting rezonings at a significantly greater intensity, then the development would have to accept and fix any existing or newly created infrastructure problems as a condition of the zoning. well, jeff looked QUITE SURPRISED'!!!!!! ( i think this is an understatement) and i have heard that Bi11 Riley is NOT HAPPY with this new policy. He is concerned that he does not have the. funding available to fix the existing infrastructure problems in case #1 stated above.. I understand that Bill has a cip budget. that he is working on and hat we are trying to stay within a certain spending limit per. year. If Bill cannot or chooses not to repriortize his cp dollars to fix these type problems (driven by new development) then he is absolutely correct. in that we will be creating health and safety problems, these problems potentially being big enough to be a basis for denying water and sewer taps to buildings. we cannot have both. we cannot keep the existing cip priority list and this new policy supporting development.. if this rezoning does not significantly affect the sewer discharge that would be generated from the area, my .feelings (based on policy i've been directed to follow) are to support the rezoning and give kept the time frame in which to get the sewer corrections made. If-he can't get them made in time, we would have to place a condition on the ,zoning that we enter into a development agreement to have them. front the money and possibly do the construction and we would. pay them back.. { here is going to have `to be a development agreement anyway'on the southwest parkway extensioh). in regard to our existing infrastructure (utilities. and streets), the requested zoning will impact much more than the existing zoning because they are requesting R-5. Sabine is_trying to decide whether to recommend an R-4 instead of the R-5, which would accomodate their development, but only with a height variance. she would rather support the requested R-5, but only if the utility concerns can be worked out (as the street questions have already). in this particular case, the Christine lane sewer upgrade that is currently budgeted, should accomodate this development,. so this may not all be coming to a head quite yet. but we anticipate that it will very soon, especially with the bush library attracting development on the west side of wellborn. CC: skuenzel,jke.e,shomeyer,klaza,nthomas From: .Steve Beachy To: CITY HALL(SKUENZEL) Date: 6/11/96 4:33pm Subject: attached staff report -Reply -Reply -Reply Possibly - it may be more of a question of the owner wanting to sell. »> Sabina Kuenzel 0-6/11/96 04:20pm »> will the fee in lieu help in your attempts? >» Steve Beachy 06/11/96 02:50pm »> Our preference is to expand the existing 4.2 acre park site that is located on Holleman by acquiring the adjacent trianglular tract of land. We have been unsuccessful in past attempts to do this. »> Sabina Kuenzel Db/11/95 12:13pm »> please review and comment. these are due thrusday at noon in finished polished formd!! From: Kent Laza To: SHARD Date: 6/24/96 10:04am Subject: OP for Jones-Butler, Mekose -Reply Yes. We currently have $56,680 on hand and we are. scheduled to get $150,000 more in September when bonds are sold again. »> Edwin Hazd 06/17/96 08:35am »> Kent, I know your out right now but Pm writing this while I still remember it. The Mekose folks are showing J-B as a 56' section in an 80' ROW. From a trafl"ic capacity standpoint this is fine. What concerns me is that in our discussions on the Dartrnouth extension, we've talked about a 66' paved section to allow for bike lanes. Both Datmouth and SW Parkway will be minor arterials on the new plan. If it's decided that we should have the 66` paved section, Jane and I had talked about the possibility of providing some OP on Jones Butler in order to get an additional 10' of ROW and 10' of paved ection. This could be brought before they begin site design and perhaps when we begin to negotiate the terms of a development agreement. Are there any OP $'s available? CC: City of College Station,City Hall(JKEE, SVOLK), From: Steve Beachy To: City of College Station.Parks(rploeger), CITY HALL... Date: 6/17/96 4:17pm Subject: Melrose Subdivision -Reply Glen Schroeder talked toEdsel Jones recently concerning the property in Park Zone 7 thatwe tried to acquire a couple of years ago. Edsel said that he was still interested in selling the properly and would be willing to meet with us. The. developer for the project that you are discussing is buying their property from one of Edsel's groups. Glen is going to try to set up a meeting to discuss this and other related issues. »> Jane Kee 06/14/96 12:12pm »> remember this one, Ric -the properly on Luther and Jones-Butler? We did mention to them about a land dedication and whether they ate willing to talk about selling another 6 acres or so. They were not closed to the idea. We will meet with them next Wed. or Thurs. before Thurs. Hite P&Z about their rezoing request and their PP, both of which are on that P&Z mtg. If they have an answer about the parkland, and it is yes, we're want to talk about selling and dedicating, we need to get themon the next Parks Board mtg. (I assume July 9th) 'cause they will be moving right ahead with the final plat ASAP. Once we meet with them and find out what they are willing to talk about we'll get right back to ya'll and get the ball rolling with Parks Board. Geez -things move fast around here. CC: City of College Station.City Hall(skuenzel, svolk)... t'"F'. From: Brett McCully To: SHOMEYER Subject: Melrose Apartments Steve, I have finished my evaluation of the existing system downstream of the proposed project, and find that we should be able to accpet an additional peak flow of no more than 250 gpm into the system. Please remember that this does not address the existing problems further downstream involving surcharging and even overflowing the system. Please let me know if you need anything else. CC: VMORGAN, KLAZA ,~~,: , Sheet1 melrose sewer capaciti es prepared 5/6/97 flows in peak gpm revised 5/6/97 full manhole line dia slope. capacity area units pk flow avail cap A 12 10 M025 8 0.00604 360 '-B 2 11 349 M022 8 0.00392 290 C 11 20 270 M018 8 0.00393 290 ' D 11 29 261 M014 8 0.00434 300 0 29 271 M015 8 0.0068 380 ' E 63 80 300 M016 8 0.006 360 0 80 280 M009 10 0.0068 690 F 148 201 489 M010 10 0.0068 690 ' G 296 441 249 M011 10 0.0068 690 H 0 441 249 M012 12 0..0092. 1300 I 72 500 800 M026 12 0.0092 1300 0 500 800 M013 total units 615 total flow 500 max capacity available 249 notes based on: 2.6 persons per unit 100 gallons per person per day 1.5 I&I factor 3.0 peak factor existing development only Page 1 -- _ __. . ~_ !/ Z .! 8 - ~ /.~ ~~ !/ ..-- ~~~ _ _ __~e __~ _ _ _ __ ~.__._._ _.~ __ _r_-_~_~ _ ~._~ ~_____:__~ _~ z_____ ~__~w__~~---_- _~_._.e_ _ i '~, r/ _~-~ ._ ~ _ __ _____ e___. __~,b.~_G~ _ ..~_ r _~~~__~ -----_______.-------------__e__________-___.. ____ _-----___- - _ _ ___ - _. _-- -. _ __. ~`~_~ _ __.~ ~ __._. _ _ ___ _.__ _ _ _ _ :~ ~ ___?,_ra _w. ~ ~_ -__/_a_`~e cam- __-----____ ~ _-___~.. _._ _ _______ __ __~__-____-- . ~ _ ~_ _ __ _ _ .__~ __ __.~_~~'~___.- ~.__~ ~ ~ ~1~ __ __~__~______ _~_____.__.___ ___~__ _ _.--------__-.-_ ___._ _.___-- ----~_C~ _:-~~1- _gS~______-~._.._._~__-------~ -..____ __~ _____------------------_ 0 0 0 o O o 0 0 0 0 O O O V- ~ ~ N N W W .P. .P. O CA O tli O t1i O lJi 2/24/97 2/24/97 - 2/25/97 2/25/97 2/25/97 a 2/25/97 2/26/97 2/26/97 r" 2/26/97 ~ 2/26/97 W d (~ 2/27/97 2/27/97 M"'~ 2/27/97 C 2/27/97 O ~ 2/28/97 2/28/97 r 2/28/97 O 2/28/97 3/1/97 3/1/97 3/1/97 ~ 3/1/97 3/2/97 3/2/97 3/2/97 3/2/9? 3/3/97 3/3/97 '~ O ~..~ i....~ O y 0 CD W W F..- O O From: Steve. Homeyer To: BMCCULLY Date: 5/5/97 5:56pm Subject: Melrose apartments -Reply I will tell him the next time I talk to him to deal with me from now on. I did not mean for you to get involved directly, however I do appreciate your help. If you do not know by now, John is very persistent and will call several people to get the answer he is looking for. Thanks for your help and we will work together to answer his questions. »> Brett McCully 05/05/97 04s29pm »> I spoke again. with John Friedman or Bury Pitman, and: 1) they want to utilize the, available capacity of the existing 8 and 10 inch lines leading to the 15 inch line for a portion of thier property (roughly half) so I will investigate this sectiona as well. I'll start with the as-builts and-work from there. 2) I told him of my finding of the downstream section, and of the need for this department to reach an understanding with the other .department as to what will be done to prevent and potential spillage in the existing line, and the timing involved so Melrose will not be held up. He is asking questions based upon an approved site plan (though they want to revise it now) .and I am uncomfortable addressing these questions since I have been out of development review so long, so I simply referred him back to you. In the future, I would prefer to respond to you regarding capacity questions and let you discuss the options with the developers so I don't get caught in telling them something that is not correct. I'll let you know what I find on the 8 and 10 inch lines. Thanks CC: City of College Station.City Hall(KLAZA, VMORGAN),... ~~ ~~ L ~ l V 'T7 `' n m V ~- ... ~~ ~ ~ ~ n 'r ~` ~ Q o ,~. _1 ~ ~ ~ ~ ~a _ .,~ "~ ~ ~~ \ `~ ^~ ~; ~, ~~ _t 1 f ~ , cam, I _ ,, ~...__~ LEVEL -RAIN P33B1M009 s.oo .: .::.`.;;:: LEVEL IN 20.00 >`:' Fa;t~> >'` ~<" <~~`<~s `<` «<>' <<>~}<`><><<>'>~>>> >>>~>> ><>>``~ <<>~>'<»` > s.oo i 00 '> io. 00 :~ 5. Eii 0.00 ~ ~ ~ ~ r o r o~ ~ a r o~ ~ o~ ~ o~ ~ ~ r ~ ~ ~ rn a c. a o~ a ~ o. ~ ~ ~ o~ rn a r ~ r c. o~ a~ n r ~ ~ rn ~ a o. r a o~ 7 o~ V ~ a~ a~ vi h h vl ~D ~O ~O ~O ~ ~ P ~ 00 00 00 00 ~ ~ ~ ~ N N N N f +1 e +1 N N N N N N. N N N N N N N N N N N N N N N N N M M M M M ~ M N1 M !+1 ~ M N N N N N N N N N N N N N Page 1. `,, Project Memorandum To: Steve Homeyer From: Brett McCully Date: May 2, 1.997 Re: Melrose Apartments .Sewer Capacities Steve, After looking at the revised flows provided by John Freidman, we have determined two specific factors. affecting service. 1. The existing downstream. system is currently considered as impacted a existing capacity problems have been noted for some time in th ~ nd the High School and the Police Station. a area between The computer. model runs for wet weather events. actually anticipates an overflow of the system near the. Police Station in the present loading. The existing pipes begin to seal and undergo pressure flow near the Hi which then exceeds TNRCC design parameters. The eak flo gh School, developer's engineers is approximately 23% of the current flow i provided by the L weather conditions, so we may expect a significant impact on the line line in wet e. There are two choices available for the elimination of this problem r inflow from the Southside area, or Installation of a parallel sewer ma ndto tion of the existing lines. relieve Because both. of these options are extremely involved, and with the understanding that a development agreement is being negotiated I s this issue be considered at a meeting between develo me uggest that p nt services .and public utilities staff to` coordinate what should be done, when, by whom, and ho ' be addressed in the development agreement. w ~t will 2. The small diameter local. lines adjacent to the development. are. ' ' capacity, thus only a part of .the proposed flows may enter in tho limited in The remainder of the flow should be directed to the` 15 inch collec locafions. which runs south and east of the property, tion main `y. Based ®n the proposed masterplan flow generation numbers, the existing 8 inch line adjacent to-the site has roughly 260 gpm (peak). available to the intersection of Jones-Butler and Holleman Drive. Between. this intersection and the junction with the 15 inch main, there are 5 reaches of sewer line that we do not have sufficient data to determine the available capacity. Should the developers. wish to use this means. of handling a part of the expected flow, we would need to survey the existing lines and`then complete the capacity calculations. Should you have any questions, please let me know. From: Brett McCully To: DGIORDANO Subject: FYI -Reply I'll pass it on..... you know, you could have saved a lot of money in the long run by just renting a really big tentl......better yet, just rent the old K-mart building...yea sure! »> David Giordano 05/02/97 09:05am »> There is sand accumulated inside the back kitchen door. This is proof positive water did get into the kitchen area last weekend.. Just thought you might want to know. CC: klaza Sheet1 woodway sewer capac ities full manhole line dia slope capacity units pk flow avail cap M025 8 0.00604 360 14 11 349 M022 8 0.00392 290 25 20 270 M018 8 0.00393 290 . 36 29 261 M014 8 0.00434 300 36 29 271 M015 8 0.0068 .380 92 75 305 M016 Page 1 From: Karl Goldapp To: City Ha11.BMCCULLY, LCARTER Date: 4/25/97 2:03pm Subject: Flow test Brett, I have attached the collection system flow test that we conducted this morning. We maintained about 350 gpm rate into the manhole labeled N37B1M016 with the downstream pipe level observations shown on the spreadsheet attached. With the rain we have not been able to download the flowmeters. As soon as we do, I will get you the results (probably Monday). The eight inch line and fifteen inch lines were one-half to three quarters full with the extra. 3.50 gpm added. Call me if you have any questions. Karl From: Brett McCully To: UTILITY SERVICES CENTER(KGOLDAPP) Subject: FLOW TEST AND INFLOW RESULTS -Reply thanks, I'm fighting a short fuse fire today but I'll get to this tomorrow... »> Karl Goldapp 04/28/97 01:46pm »> The results from the flow meters are attached. The workbood for each is labled by the manhole number. The fifteen inch line was half full during the. test (maximum allowable flow to allow for inflow,etc.). You .may want to note that friday afternoon after the test there was enough inflow due to the rains to 'cause a flow of about eleven inches. in the fifteen inch line. This inflow plus the estimated increase in flow could cause backup conditions. We might want-to look at the results as a group. Karl ~~ WORK DATA ~~ ~~ ~ I'~~ DATE TIME FLOW LEVEL VELOCITY mm/dd/yy 4/23/97 hh:mm 15:21 MGD 0.029 INCHES 1.77 FPS 0.99 METER IS LOOKING BACK TO MO11 IN AN EIGHT INCH LINE. 4/23/97 15:36 0.032 1.95 0.96 4/23/97 ` 15:51 0.028 1.82 0.94 4/23/97 16:06. 0.074 1.93 2.23 4/23/97'. 16:21 0..082 1.83 2.68 4/23/97' 16:36 0.084 1.81 2.80 4/23/97 16:51 0.107 2.00 3.06 4/23/97 17:06 0.112 2.08 3.02 .4/23/97 17:21 0.124 2.30 2.86 4/23/97 17:36 0.086 L91 2:65 4/23/97 17:51 O.11S 2.28 2.68 4/23/97 18:06 0.136 2.36 3.01. 4/23/97 18:25 ' 0.130 2.21 3..19 4/23/97 18:36 0.137 2..28 3.20 4/23/97 18:51 0.120 2.22 2.91 .4/23/97'. 19:06 0.130 2.17 3.27 4/23/97 19:21 0.124 2.15 3.17 4/23/97 19:36. A.145 2.43 3.07 4/23/97' 19:51 ' 0.124 2.17 3.13 4/23/97 20:06 0.105 2.03 2.93 4/23/97 20:21 0.122 2.00 3.47 4/23/97 '20:36 0.112 2.02 3.15 4/23/97 20:51 0..105 1.86 3.34 4/23/97 '-21:06 0.096 1.82 3.17 4/23/97 '21:21 0.125 2.07 3.38 4/23/97 21:36 0.131 2.09 3.49 4/23/97 21:51 0..104 1.92 3.15 4/23/97 .22:06 ..0.101 1:85 3.25 . 4/23/97 22:21 0.102 1:82 3.36 4/23/97 22:36 .. 0.125 2.25 2.98 4/23/97 22:5:1 0.121 1.97 3.55 4/23/97 23:06 0.102 . 1.86 3.27 4/23/97 .' 23:21 0.123 2.27 2.89 4/23/97 23:36 ; 0.111 2.00 3.17 4/23/97 23:55 0.088 1.77 3.05 4/24/97 0:06 0.094 1.83 3.09 4/24/97 0:21 0.103 1.92 3.13 4/24/97 0:36 0.093 . 1.94 2.79 4/24/97 0:51 0.112 2.10 2.97 4/24/97 1:06 0.096 2.00 2.75 Page 1 WORK DATA 4/24/97 1:21 0.116 2.10 3.06 4/24/97 1:36 0.076 1.84 2.47 4/24/97 1.:51 0.074. 1.74 2.61 4/24/97 2:06 0..070 1..73 2.49 4/24/97 2:21 0.077 1.75 2.71 4/24/97 2:36 0:066 1.67 2.50 4/24/97 2:51 0.042 1.51 L88 4/24/97 3:06. A.037 ' 1.41 1.83 4/24/97 3:21 .0.041 1.43 1.97 4/24/97 3:36 0.036 1...43 1:75 4/24/97 3:51 0.043 1.47 2,01 4/24/97 4:06 0.035 1.40 1..76 4/24/97 4:21 0.033 1.39 1.66 4/24/97 4:36 0.043 1..47 1.97 4/24/97 4.:51 0.033 1.38. 1,67 4/24/97 5:06 0.030 1.36 1.55 4/24/97 5:21 0.045' 1.52 1.98 4/24/97 5.:36 0.055 1,55 2.33 •4/24/97 5:51 0.052 1.54 223 4/24/97 6:06 0.045 1.54 1.92 '4/24/97 6:21 0.056 1..58 2.32 4/24/97 6:36 0.076 1.79 2.59 4/24/97 ' 6:51 0.106 T.99 3.04 4/24/97 7:06 0.110 1.96 3..23 4/24/97 7:21 0.151 2.53 3.01 .4/24/97 ' 7:36 0..127 2.19 3.15 .4/24/97 7:51 0.130 2.13 3.38 4/24/97 8:06 0.163 2:33 3.69 4/24/97 8:21 0.125 2.21 3.06 4/24!97 8:36 0.170 2..64 3.:18 4/24/97 8:51 0:142 2.25 3.38 4/24!97 9:06 ` 0.165 2.55 3.24 4/24/97 ' 9:21 0.179 2.71 3.22 4/24/97 9:36 0.126 2.28 2.93 4/24/97 9;51 0.159 ' 2.59 3.06 4/24/97 10:06 0.149 2.51 3.00 4/24/97 -10:21 0.155 ' 2.72 2.76 4/24/97 10:36 0.131 2..20 3.22 4/24/97 10:51 0.'153 2.48 3.15 4/24/97 11:06 0:142 2.53 2.:83 4/24/97 11.:21 0.144 2.45 3.01 4/24/97 11:36 0.179 2.70 3.23 Page 2 WORK DATA 4/24/97 11:51 0.133 2.34- 2.98 4/24/97 12:06 0.184 2.65 3.41 4/24/97 12:21 0.145 2.35 3.22 4/24/97 12:36 0.118 2.19 2.92 4/24/97 12:51 0:096 L90 2.97 4/24/97 13:06 0.092 1.87 2.90 4/24/97 13:21 0.088. 1.77 3.04 4/24/97 13:36 0.143 2.38 3.13 4/24/97 13:51 0.094 1.84 3,06 4/24/97 14:06 ' 0.088 1.85 2.83 4/24/97 14:21 ` 0.083 1.76 2.88 4/24/97 14:36 0.078 1.74 2.77 4/24/97 14:51 0.068 1.72 2.47 4/24/97 15:06 ' 0.069 1.71 2.52 4/24/97 15:21 0.075 1.67 2.85 4/24/97 .15:36 0..070 1.65 2.68 4/24/97 15:51 0.072 1.66 2.75 4/24/97: .16.:06 0.083 1.78 2.84 4/24/97 16:21 0.072 1.70 2.63 4/24/97 16:36 : .0.104 2.00 2.98 4/24/97 16:51 0.096 1.97 . 2.82 4/24/97 17:06 0.076 1.76 2.66 4/24/97 17:21 . 0.127 2.18 3.18 4/24/97 17:36 0.150 2.53 2.98 4/24/97 17:51 0.128 2.28 2.99 4/24/97 18:06 ' 0.164 .2.65- 3.05 4/24/97 .18:21 ' 0.181 2.88 2.97 4/24/97 18:36 ' 0.185 2.85 3.08 4/24/97 .18:51 ' 0.134 2.32 3.05 4/24/97 19:06 0.148 2.47 3.06 4/24/97 19:21 0.153 2.55 3.02 4/24/97 ' 19:36 . 0.151 2.50 3.06 4/24/97 19:51 0.175 2.69 3.17 4/24/97 20:06 .. 0.155 2.62 2.93 4/24/97 20:21 0.142 2.74 2.50 4/24/97 20:3.6 : 0.135 2.33 3.04 4/24/97 20:51 - 0.140 2.42 2.98 4/24/97 21:06 '. 0.138 2.41 2.96 4/24/97 21:21 0.147 2.53 2:93 4/24/97 21:36 0.139 2.32 3:16 4/24/97 21:51 0.113 2.13 2.:93 4/24/97 22:06 . 0.133 2.34 2.:99 Page 3 WORK DATA 4/24/97 22:21 0.140 2.40 3.03 4/24/97 22:36 0;141. 2.37 3.10 4/24/97 22:.51. 0.154 2.48 3.17 4/24/97 23:06 0.147 2.42 3.14 4/24/97 23:21 0.157 2.52 3.14 4/24/97 23:36 0.142 2.50 2.88 4/24/97 23:51 0.128 2.24 3:07 4/25/97 0:06 0.111 2.09 2.95 4/25/97 0:21 0..129 2.31 2.95 4/25/97 0:36. 0.148. 2.38 3.23 4/25/97 .0:51 0.105 2.07 2..83 4/25/97 1:06 0..101 2.03 2.81 4/25/97 1:21 0.107 2.06 2.:91 4/25/97 1:36 0.102. 2.07 2.76 4/25/97 1:51 0.110 2.12 2.87 4/25/97 2:.06 0.090 1,99 2.59. 4/25/97 2:21 0.083 1.91 2.:53 4/25/97 2:36 0.069 1.82 2.29 4/25/97 2:51 0.061 1.79 2.08 4/25/97 3:06 0.055 1.75 1.94 4/25/97 ' 3:21 0.055 1.73 . 1.95 4/25/97 3:36 0.034 1.77 1.18 4/25/97 3:51 ' 0..051 1.73 1.83 4/25/97 •. 4':06 0:039 1.63 1.54 4/25/97 4':21 0..033 1.55 1.39 4/25/97 4:36 0.036 1.56 1.51 4/25/97 4:51 0.029 1.52 1.28 4/25/97 5:06 0.034 1..60 1.36 4/25/97 5:21 .0.029 1.55 1.25 4/25/97 5:36 0:033 1.58 1.37 ~,pW TEST 35o GPM ADDED AT 4/25/97 5:51 0:055 1.75 1.93 N37B1M016) 4/25/97 6:06 0.329 3.80 3.59 4/25/97 6:21 0.33.6 3.78 3..69 4/25/97 6:36 0.160 3.95 1.65 4/25/97 6.:51 0..402 3.91 4,21 LARGE PLUG OF MATEIAL MAY HAVE BROKEN LOOSE. 4/25/97. 7:06 -0.174 4.04 -1.74 4/25/97 7::21 0.219 ..4.05 2.18 TEST STOPPED AT 7:25 A.M. 4/25/97 7:3b 0.160 2.53 3:'18 4/25/97 7:51 0.118 2.39 2.56 4/25/97 8:06 0;129 2.31 2.96 4/25/97 8:21 0.133 2.38 . 2...90 4/25/97 8:36 0.133 2.37 2::93 Page 4 WORK DATA 4/25/97 8:51 0.159 2.58 3..08 4/25/97 9::06 0.140 2.45 2.93 4/25/97 9:21 .0.150 2.53 2.98 4/25/97 9:36 0.118 2.11 3.10 4/25/97 ` 9;51 0.101 1.95 3.00 4/25/97 10:06 0.128 2.30 2.94 4/25/97 10:21 0.106 2.16 2.69 4/25/97 10:36 0.104 2.11 2.72 4/25/97 :10:51 0.136 2.43 2.88 ..4/25/97. 11:06 0.108 2.15 2.76 4/25/97 11;21 0,123 2.23 2.98 4/25/97 11;36 0.112 2.19 2.77 4/25/97 11:51 0.132 2.34 2.96 4/25/97 12:06 0.106 2.11 2.78 4/25/97 12:21 0,112 2.17 2.82 4/25/97 12:36 0.107 2.12 2.80 4/25/97. 12:51 0.098 2.23 2.36 4/25/97 '13:06 0.122 . 2.26 2.88 4/25/97 13:21 0.140 2.55 2.75 4/25/97 '13:36 0.131 2.35 2.91 4/25/97 13:51 0.139 2.52 2.79 4/25/97 ' 14:06 0.154 2.52 3.09 4/25/97 14:21 0.149 2.57 2.89 4/25/97 14:36 0.151 2.53 3.01 4/25/97 14:51 0.139 2.43 2.95 4/25/97 .15:06 0.139 2.47. 2,87 4/25/97 ' 15:21 ' 0.137 2.38 3.00 4/25/97 15:36 0.118 2.26 2.80 4/25/97 15:51 0.125 2..32 2.85 4/25/97 16:06 ' 0.12'1 2.31. 2.76 4/25/97 16:21 ' 0.145 2.49 2.95 4/25/97 16:36: 0.164 2.57 3.19 4/25/97 16:51 0.148 2.51 2.98 4/25/97 17:06 0.129 2.24 3.09 4/25/97 17:2'1 0.126 2.14 3.23 4/25/97 17:36 0.121 2.13 3.13 4/25/97 17:5:1 0.105 - 1.98 . 3.03 4/25/97 18:06 0.108 2.09 2.87 4/25/97 18:21 0.104 2.06 2.84 4/25/97 18:3.6 0.110 2.14 2.83 4/25/97 18:5.1 0:106 2.14 2.72 4/25/97 19:06 0.098 2.1.3 . 2.54 Page 5 WORK DATA 4/25/97 19:21 0.157 2.49 3.20 4/25/97 19:36 0.134 2.39 2.92 4/25/97 19:51 0.146 2.47 3.02 4/25/97 20:06 0.145 2.49 2:96 4/25/97 20:21' 0.099 1.95 2.95 4/25/97 20:36 .0.102 1.97 2.98 4/25/97 20:51 0.132 2.42 . 2.8.1 4/25/97 21:06 -0.103 2.15 2:64 4/25/97 .21:21 0.142 2.44 2.99 4/25/97 21.:36 0.106 2.13 2.75 4/25/97 21:51 0.112 2.18 2,80 4/25/97 22:06 0.091 1.99 2:62 4/25/97 22:21. 0.093 2.03 . 2'.59 4/25/97 22:36 0.118 2.26 2.79 4/25/97 22:51 0.096 2.03 2.69 4/25/97 23:06 ' 0.098 2.03 2.72 4/25/97 ' 23:21 0.098 2.10 2':.59 4/25/97 23:36 0.091 1.99 2,63 4/25/97 .23:51 0.108 2.12 2.82 4/26/97 0:06 0.089 1.97 2.61 4/26/97 0:21 0.125 2.36 2.76 4/26/97 0:36 0.109 2.20 2.68 4/26/97 0:51 0.092 2.04 2.54 4/26/97 1:06 0.091 2.04 2.53 4/26/97 1:21 0.097 2.07 2.62 4/26/97 1:36 0.086 2.03 2.41 4/26/97 1:51 0.081 1.94 2.43 4/26/97 2:06 0.'092 2.16 2.32 4/26/97 2:21 0.089 2.11 2.34 4/26/97 2:36 0.098 2.12 2.57 4/26/97 2:51 0;101 2.10 . 2.67 4/26/97 3:06 0.079 2.03 2.21 4/26/97 3:21 0:066 1.85 2.13 4/26/97 3:36. 0.067 1.85 2.16 4/26/97 3:51 0.069 1.88. 2.18 4/26/97 4:06 0.058 1.85 1.88 4/26/97 4:21 0.063 1.84 .2.04 4/26/97 4;,36 0.056 1.82 1.85 4/26/97 4:51 0;055 1.83 1.81 4/26/97 ' 5:06 0.050 1.76 1.75 4/26/97 5:2'1 0.042 1..69 1.55 4/26/97 5:36 0.041 1.68 1.55 Page 6 WORK DATA 4/26/97 5:51 0.040 1.67 1.51 4/26/97 6:06 0.039 1.65 1:51 4/26/97 6:21 0.053 1.79 1.79 4/26/97 6:36 0.051 1.78 1.75 4/26/97 6:51 0.047 1.75 1..65 4/26/97 7:06 0.061. 1.84 1.98. 4/26/97 7:21 0.058 1.81 1.93 4/26/97 7:36 0.074 1.93 2:24 4/26/97 7:51 0.067 1.90 2.07 4/26/97 8:06 0.133. 2.41 2.85 4/26/97 8:21 0.09E 2.32 2.06 4/26/97 8:36 0.:115 2.29 2`.66 4/26/97 8:51 0.085 1.99 2..45 4/26/97 9:06 0..088 1.98 2.56 4/26/97 9:21 0.111 2.32 2.52 4/26/97 9;36 0.138 2.43 2.92 4/26/97 9:51 0.118 2.30 2.72 4/26/97 10:06 0.137 .2.52 2:75 4/26/97 1.0:21 0.108 2.18 2.69 4/26/97 10:36 0.137 2.45 2.87 4/26/97 1O:SL 0.150 2.60 2.87 4/26/97 11;06 0..111 2.19 2.75 4/26/97 11:21 0..108 2.08 2.91 4/26/97 11:36 0,131 2.30 3.01 4/26/97 11:51 0. LOS 2.25 2.51 4/26/97 12;06 0.141 2:34 3.17 4/26/97 12:21 0.126 2.21 3.08 4/26/97 12:3.6 0.155 2.48 3:19 4/26/97 12:51•: 0. L15 2.15 2.94 .4/26/97 . 13:06 .. 0.120 2.21 2.94 4/26/97 13:21 0.1.34 2.41 2.88 4/26/97 13 :3 6 0.147 2.40 3..17 4/26/97 13:51 0:158 2..72 2.83 4/26/97 14:06. :. 0.165 2.60 3.15 4/26/97 14:21 0.1.29 2.26 3.04 4/26/97 14:3 6 ' 0.140 2.3 9 3.03 4/26/97 14:51 0.142 2.46 2.96 4/26/97 15 :06 ' 0.13 5 2.3 8 2.94 4/26/97 15:21 0.169 2.68 3:09 4/26/97 15.:3.6 O.lb8 2:67 3.08 4/26/97 15:51 0.140 2.47 2.90 4/26/97 16:06 '' 0.137 2.46 2.84 Page 7 WORK DATA 4/26/97 16:21 0.130 .2.36 2.88 4/26/97. 16:36 0.145 2.52 2.90 4/26/97 16:51 0,120 2.32 2.73 4/26/97 17:06 0.127 2.40 2,73. 4/26/97 17:21 0.126 2.37 2.77 4/26/97 17:36 0.118 2.39 2.57 4/26/97 17:.51 0.100 2.16 2.53 4/26/97 18:06 0.138 2.65 2.56 4/26/97 18:21 0.124 2.32 2.82 4/26/97 18:36 0.149 2.50 3:03 4/26/97 18:51 0.1.16 2.29 2.70 . 4/26/97 19:06 0..128 2.33 2.89 4/26/97 19:21 0.115 2.22 2.80 4/26/97 19:36 0;112 2.20 2.77 4/26/97 19.:51 0.134 2.43 2'.84 4/26/97 20::06 0:151 2.62 2.86 4/26/97 ' 20:21 0,129 2.42 2:74 4/26/97. 20:3.6 0.1:48 2.47 3.05 4/26/97 20;51 0:106 2.16 2.68 4/26/97 21:06 ' 0.152 2.59 2,92 4/26/97 21:21 0.127 2.43 2.69 4/26/97 21:36 0.108 2.26 2.56 4/26/97 21:51 - 0.130 2.42 2:77 4/26/97 22:06 ' 0.121 2.37 2.67 4/26/97 22:21 0.124 2.34 2.79 4/26/97 22:36 0.145 2.52 2.90 4/26/97 22:51 0.127 2.45 2.66 4/26/97 23:06 ' 0.110 2.26 2.60 4/26/97 23:21 ' 0.118 2.34 2.65 4/26/97 23:36 0'.1.10 2.20 2.70 4/26/97 23 :51 0.124 2.3 5 2.76 4/27/97 0:06 0.129 2.44 2.71 4/27/97 Ot21 0.108 2.25 2.57 4/27/97 0:36 0.121 2.36 2,67 4/27/97 0:51 0.125 2.41 2.68 4/27/97 1:06 0.131 2:44 2.76 4/27/97 - 1:21 0.1.14 2.36 2.52 4/27/97 1:36 0.123 2.39 2.67 4/27/97 1:51 0.117 2.33 2'.63 4/27/97 2:06 0.11.15 2.31 2.64 4/27/97 2:21 0.109 2.33 2.46 4/27/97 2:36 0.1;04 -2.21 .2.55 Page 8 WORK DATA 4/27/97. 2:51 0.090 2.07 2.44 4/27/97 .3:06 0.093 2.11 2.44. 4/27/97 3 :21 0.090 2.10 2.3 8 4/27/97 3:36 0.081 1.97 2.36 4/27/97 3:51 :0.085 2:04 2.36 4/27/97 4:06 0.076 1.95 2.25 4/27/97 4:21 0.070 1.93 2.12 4/27/97 4:36 0.070 1.95 2.09 4/27/97 4:51 0.066 1.91 2,02 4/27/97 5:06 0.066 1.91 2.02 4/27/97 5:21 0.059 1.87 1..86 4/27/97 5..:.36 0.053 1.81 1.78 4/27/97 5:51 0;050 1.78 1.70 4/27/97 6:06 0.045. 1.74 1.58 4/27/97 6:21 0:047 . 1.74 1.65 4/27/97 6:36 0:043 1.72 1..55 4/27/97 6:51 0.055 1.81 1..82 4/27/97 .7:06 0.052 1.79 1.75 4/27/97. 7:21 0 053 1..83 1, 75 4/27/97 7:36 0;061 1.91 1.86 4/27/97 7:51 0.067 1.93 2.02 4/27/97 8:06 0.077 .1.98 2.24 4/27/97 8:21 0.099 2.23 2.40 4/27/97 8:36 ' 0.104 2.19 2.57 4/27/97 8:5'1 0.077 2.00 2.20 4/27/97 9:06 0.089 2.12 2.32 4/27/97 9:21 0.094 2.15 2.41 4/27/97 9:36 ' 0.098 2.14 2.52 4/27/97 9:51 0.130 2.46 2.71 4/27/97 . 10:06 ' 0.13:2 2:41 2.83 4/27/97 10:21' . O.lb3 2.59 3.'13 4/27/97 10:36 0.164 2.78 2.84 4/27/97 10:51 0.124 2.49 2.54 4/27/97 11:06 ' 0.135 2.45 2.82 4/27/97 11:21 0.144 2.50 2.93 4/27/97 11:36 0.122 2.69 2:22 .4/27/97 11:51 0.139 3.09 2.06 4/27/97 12:06 ' 0.13'..9 2.82 2.35 4/27/97 12'21 0.181 2.88 2:97 4/27/97 12:36 0,143 2.50 2.90 4/27/97 12:51 0.213 3.11 3.11 4/27/97 13:06 0.175 2.88 2.87 Page 9 WORK DATA 4/27/97 13:21 -0.180 2.89 2.93 4/27/97 13:36 0.128 2.18 3'.21 4/27/97 13 :51 0.143 2.35 3.18 4/27/97 14:06 0.179 2.46. 3.72 4/27/97 14:21 0..097 . 1.80 3..26 4/27/97 14:36 0.102 1.94 3.05 4/27/97 14:51 0.089. 1.77 3.09 4/27/97 15:06 0.124 2.09 3.31 4/27/97 15 :21 0.091 1.71 3, 33 4/27/97 15:36 0.124 2.33 2.79 4/27/97 15:51 0.111 2.02 3'.1.3 4/27/97. 16:06 0:086 1.77 2.97 4/27/97 16:21 0..086 1.76 3.01 4/27/97 1.6:36 ` 0.094 1.86 '3.01 4/27/97 16:51 0'.092 1.90 2.84 4/27/97 17:06 0.090 1.71 3.27 4/27/97' 17:21 0:.088 1.87 .2.78 4/27/97 17:36 ' 0.087 1.78 2.97 4/27/97 17:51 0.080 1.80 2.69 4/27/97 18:06 ' 0.084 1.69 3..11 4/27/97 18:21 0.085 1.71 3.11 4/27/97- 18:36 0.122 2.07 3.29 4/27/97 18:51 0.08.5 1.71 3.09 4/27/97 19:06 ': 0.100 2.05 2.76 4/27/97 19:21 0.096 1.91 2.95 4/27/97 19:36 1 0.098 1.94 2.93 4/27/97'. 19:51 0.081 1.72 2.91 4/27/97 20:06 0.087 1.77 3.02 4/27/97 20:21 ' 0.110 2.09 '2.92 4/27/97 20:36 " 0.115 2.1b 2.92 4/27/97. 20:51` 0.067 1.89 2.10 4/27/97 21:06 0:113 2.08 3.04 4/27/97. 21:21 0.117 2.14 3.01 4/27/97 21:36 0.090 1.95 2.67 4/27/97 21:5.1 0.111 2.17 2.80 4/27/97 22:06 0.119 2.18 2.97 4/27/97 22:21 0.120 2.20 2.96 4/27/97 22:36 0.090 1.81 3.00 4/27/97 22:51 0.114 2.11 2.99 4/27/97 23:06 0.095 . 1.81 3.17 . 4/27/97 23:21 .0.092 1.78 3.16 4/27/97 23:36 0.124 2.19 3.08 Page. 10 WORK DATA 4/27/97 23 :S 1 0.104 2.06 2.83 4/28/97 0:06 0.111 2.16 2.81 4/28/97 0:21 0.097 1.94 2.89 4/28/97 0:36 0.091 1.88 2.87 4/28/97 0:51 0:094 1.84 3.04. 4/28/97 1:06 0.115 2.12 3..01. 4/28/97 1:21 0.082 1.92 2.50 4/28/97 1:36 0.090 1.91 2:76 4/28/97 1;51 0.060 1.70 2;22 4/28/97 2:06 0,080 1.86 2.56 4/28/97 2:21 0.070 1.77 2.43 4/28/97. 2:36 0:055 1.61 2.19 4/28/97 2:.51 0.039 1.52 1:70 4/28/97 .3 06. 0.044 1.59 1:80 4/28/97 3:21 0;033 1.45 1:54 4/28/97 3:36 0:041 1.53 1:78 4/28/97 3:51 0..044 1.65 1'.68 4/28/97 4; 06 0:029 1.47 1.3 5 4/28/97 4:21 .0.031 1.48 1.40 4/28/97 4:36 0,033 1.48 1.49 4/28/97 4:51 ' 0.030 1.44 1'.41 4/28/97 5:06 0.035 1.56 1.46 4/28/97 5:21 A.036 1.54 1.53 4/28/97 5:36 0.043 1.64 1.68 4/28/97 5:51 0.035 1.52 1'.55 4/28/97 6:06 ' 0..046 1.64 1.79 4/28/97 6:21 ' O.Q62 1.67 2.34 4/28/97 6:3 6 0.073 1, 70 2.70 4/28/97 6:51 0.097 1.97 2.83 4/28/97 . 7:06 0.115 219 2.85 4/28/97 7:21 0.120 2.19 2.98 4/28/97 7:36 0.111 2.12 -2.90 4/28/97 7:51 0:109 1.99 3.14 4/2.8/97 8.:06 0.130 2.11 3.41 4/28/97 . 8:21 0.121 2.10 3.21 4/28/97 8:36 0:141 2.24 3.39 4/28/97 8:51 0.106 2.11 2.78 4/28/97 9:06 0.142 2.47 2:93 4/28/97 9:21 0.132 2.49 2.70 Page 11 P33B 1M009 DATE TIME FLOW MGD LEVEL INCHES VELOCIT Y FPS RAINFALL 2/24/97 . 15:41 0.27 7.04 1.34 2/24/97 15:56 0.26 6.88 1.32 2/24/97 16:11 0.27 7:24 1.30 2/24/97. 16:26. 0.28 7.34 1.32 2/24/97 16:41 -0.28 6.94 1.38 2/24/97 16:56 0.29 6.78 1.49 2/24/97 17:11 0.30 7.30 1.41 2/24/97 17:26 0,29 7.28 1.37 2/24/97 17:41 0;27 7.12 1.31 2/24/97 17:56 0.29 7.40 1.37 '' 2/24/97 18:11 0,30 7.28 1.41 2/24/97 18:26 0.30 7.36 1.40 2/24/97 18:41 0:30 7.50 1.40 2/24/97 18:56 0.30 7.54 1.39 2/24/97 19:.11 -0.30 7.68 1.39 2/24/97 19:26 0.31 7.90 1.40 2/24/97 19:41 0.30 7.96 1.38 2/24/97 19:56 0.27 8.02 1.25 2/24/97 20:11 0.32 8.16 1.48 2/24/97 20:26 0.30 8.60 1.39 2/24/97 20:41 0'.30 8:76 1.37 2/24/97 20:56 : 0..30 8.80 1.38 2/24/97. .21:11 0:.02 9.16 0.11 2/24/97 21:26 0.06 9.40 0.29 2/24/97 21:41 0.09 9.40 0.40 2/24/97 21:56 0.09 9.18 0:43 2/24/97 22:11 0.10 9.32 0.45 2/24/97 22:26 0.07 9.32 0.30 2/24/97 22:41 0.07 9.04 0.30 2/24/97 22:56 OA9 8.98 0:43 2/24/97 23:11 0,10 9.08 0.46 2/24/97 23:26 0,12 9.30 0.54 2/24/97 23:41 0.13 9.12 0.59 2/24/97 23:56 0.14 9.22 0..63 2/25/97 0:11 0.15 8.78 0.70 2/25/97 0:26 0.15 8.76 0.67 2/25/97 0:41 0.13 9.08 0:58 2/25/97 0:56 0.16 9.34 0.75 2/25/97 .1:11 0.17 8.58 0.79 2/25/97 1:26 0..18 7.94 0,81 2/25/97 1:41 0.16 7.52 0.75 2/25/97 1:56 0.16 7.76 0.'74 2/25/97 2:11 0.16 7.76 0.74 2/25/97 2:26 0..16 7:34 0.75 2/25/97 2:41 Q.16 7.36 0.74 2/25/97 2:56 '0.14 6:98 0.70 2/25/97 3 t l l 0.14 6.92 0.69 2/25/97 3:26 0.12 6.82 0.63 2/25/97 3:41 0.14 6.60 0.76 2/25/97 3:56 0.10 5.74 0.65 Page 1 P33B 1M009 2/25/97 4:11 0.12 5.94. 0.72 2/25/97 .4:26 0.11 5.98 0.67 2/25/97 4:41 0.10 5'.52 0.68 2/25/97 4:56 0.11 5.41 0.73 2/25/97 5:11 0.09 5.28 0.64 2/25/97 5:26 0.09 5.42 0.58 2/25/97 5:41 0.09 5.42 0.61 2/25/97 5:56 0.08 4.83 0.59 2/25/97 6:11 0.09 4.96 0.67 2/25/97 b:26 0.07 4.51 0.63 2/25/97 6:41 0.05 4.58 0.41 2/25/97 6:56 0.04 4.78 0.32 2/25/97 7:11 0.06 4.53 0.53 2/25/97 7:26 0.07 5..10 0.51 2/25/97. 7:41 0.08 4.75 0.63 2/25/97 7:56 0.10 5.43 0.64 2/25/97. 8:11 :0.12 6.44 0.64 2/25/97 8:26 0.13 6.54 0.68 2/25/97 8:41 0.15 7.32 0.70 2/25/97 8:56 0.15 8.24 0.70 2/25/97 9:,11 D.16 9.28 0.73 2/25/97 9:26 0.17 9.42 0.79 2/25/97 9:41 0.17 9.22 0.76 '2/25/97 9:56 A18 9.32 0.82 .2/25/97 10:11 0.19 9.42 0.88 2/25/97 10:26 0.16 8.78 0.72 .2/25/97 10141 0.20 9.22 0.91 .2/25/97 10::56 0.21 9.52 0.94 2/25/97 11:11 .0,:19 9.00 0.89 2/25/97 11`:26 0;21 8.74 0.96 2/25/97 11:41 0:20 9.08 0.91 .2/25/97 11;56 0.22 9.14 1.02 2/25/97 12;11 0.22 9.04 1,02 '2/25/97 12:26 0;21 8.680 0 0.94 2/25/97 12:41 0..19 8.620 0 0.86 2/25/97 12'x56 0.17 8.260 0 0.76 2/25/97 13:11 0:20 8.240 0 0.91. 2/25/97 13:26 0:.18 8.060 0 0.84 2/25/97 13:41 0.20 8:160 -0 0.90 2/25/97 13:56 0.18 8.060 0 0.84 2/25/97 14`.11 0;22 8.02 1.01 2/25/97 14:26 0.19 7.920 0 0.87 2/25/97 14:41 0.20 7.880 0 0.89 2/25/97 14156 0..19 7.880 0 0.85 2/25/97 15:11 0.17 7.980 0 0.76 2/25/97 15:26 0:18 8.180 0 0.83 2/25/97 15:41 0,17 7.980 0 0.77 2/25/97 15:56. 0.18 7.720 0 0.83 2/25/97 16:11 0.17 7.460 0 0.80 2/25/97 16:26 0.17 7.400 0 0.80 _ 2/25/97 16:41 0.17 7.320 0 0.81 2/25/97 16:56 0.16 7.340 0 0.77 Page 2 P33B 1M009 2/25/97 17:11 0.17 7.520 0 .0.77 2/25/97 17:26 0.17 7.140 0 0.85 2/25/97 17:41 0.17 7.200 0 0.80 2/25/97 17:56 0.18 7.620 0 0.82 Z/25/97 18:11 0.18 7.380 0 0.83 2/25/97 18:26 0.19 7.980 0 0.87 2/25/97 18:41 0.18 7.880 0 0.81 2/25/97 18:56 0.19 7.920 0 0.86 2/25/97 19:11 0.19 7.840 0 0.88 2/25/97 19:26 0.17 7.680 0 0.80 2/25/97 19:41. 0.19 7.820 0 0.87 2/25/97 19:56 0.19 7.820 0 0.88 2/25/97 20:11 0.19 8.300 0 0.89 .2/25/97 20:26 0..19 8.200 0 0.87 2/25/97 20:41 0.20 8.040 0 0.92 2/25/97 20:56 0.19 8.240 0 0.88 2/25/97 21:11 0.1:9 8.120 0 0.86 ''2/25/97 21:26 0..18. 7.860 0 .0.83 2/25/97 21:41. 0.20 7.920 0 0..90 2/25/97 21:56 0.20 7.880 0 0.:89 "2/25/97 22:11 0.21 8.000 0 0.95 !2/25/97 22:26 0.20 8.040 0 0.93 '2/25/97 22:41 0.22 8.14 1.01 .`.2/25/97 22:56 0.22 8.600 0 0.99 I'2/25/97 23:11 0.23 8.42 1.04 2/25/97 23:26 0.17 8.580 0 0..80 '-7=..2/25/97 23:41 ' 0.20: 9.000 0 0.90 ',2/25/97 23:56 0.19 8.880 0 0.86 2/26/97 0:11 0.20 8.660 0 0.91 2/26/97 0:26. 0.18 8.520 0 0.82 2/26/97 0:41 0.19 8.420 0 0.88 2/26/97 0:56. 0.19 8:120 0 0.86 '.'2/26/97 l:ll 0.20. 8.040 0 0.91 '2/26/97 1:26 0.21 .7.960 0 0.94 2/26/97 1:41 0.20 7'.760 0 0.89 2/26/97 1:56. 0.19 7'.600.0 0.88 2/26/97 2:11 0.19: 7:880 0 0.88 2/26/97 2:26 0.19 7:620 0 0.86 2/26/97 2:41 0.18 7'.340 0 0.86 2/26/97 2:56 0.:17 7.080 0 0.82 2/26/97 3:11 0.17: 7.160 0 0.83 2/26/97 3:26 0.16 6.620.0 0.83 2/26/97 3:41 0.17 6!:860 0 0.85 2/26/97 3:56 0.15 6;620 0 0.81 2/26/97 4:11 0.15 6.240 0 0..82 2/26/97 4:26- 0.13 5,780 0 0.80 2/26/97 4:41 0.13 5,780 0 0.79 2/26/97 4:56 0.12 5.640 0 0.79 2/26/9'7 5;11 0.11 5.640 0 0.72 2/26/97. 5:26 0.10 5..17 0.68 2/26/97 5:41. 0,10 5.410 0 0.70 2/26/97 5:56 0.12' 5:780 0 0.72 Page 3 P33B 1M009 2/26/97 6:11 0.11 5.410 0 0:72 2/26/97 6:26 0.12 5.580 0 0.75 2/26/97 6:41 0.12 5,820 0 0.74 2/26/97 6:56 0.11 5.620 0 0.73 2/26/97 7:11 0.13 6.000 0 0.78 2/26/97 7:26 0:.13 6.060 0 0.78 2/26/97 7:41 0.15 6,Sb0 0 0.82 2/26/97 7:56 0.15 6.600 0 0.78 2/26/97 5:11 0,16 7.060 0 0.81 2/26/97 8:26 0..18 7.720 0 0.81 2/26/97 8:41 0,18 8.660 0 0.82 2/26/97 8:56 0.21 9.200 0 0:.94 2/26/97 9:11 0.20 10.20 0 .0.92 2/26/97 9:26 0.23 10.60 1:06 2/26/97 9:41 A.23 10.96 1.04 2/26/97 9:56 0.21 11.24 0 0.95 2/26/97 10;11 0.26 12.06 1'20 2/26/97 10:26 0.23 12.68 1.03 2/26/97 10:41 0.22 13.26 1.00 :2/26/97 10:56 021 13.14 0 0.96 :2/26/97 1 L• 11 0.21 12.98 0 0.98 2/26/97 11.:26 0.23 12.64 1.03 2/26/97 11:41 0.20 112:54 0 0.92 2/26/97 11:56 0.20 12:24 0 0.93 2/26/97 12:11 0.:19 11:76 0 0:89 '.2/26/97 12:26 0.22 11.18 1,00 2/26/97 12 :41 0.22 10.84 1.01 :2/26/97 12:56 0.25 10.76 1,16 2/26/97 13 :11 0.23 10.48 1.06 '2/26/97 13:26 0.23 10.48 1L04 2/26/97 13 :41 0.22 10.12 1.00 2/26/97 13:56 0.24 9.80 1.08 2/26/97 14:11 0.23 10.1.8 1..04 2/26/97 14:26 0.21 9,740 0 0.97 2/26/97 14:41 0.23 9.48 1!.04 2/26/97 14:56 0.20 9.840 0 0.92 2/26/97 15:11 0.22 10.00 1.00 2/26/97 15:26 0.21 9.480 0 0.94. 2/26/97 15:41 0.21. 9.340 0 0.47 2/26/97 15:56 0.21 9.300 0 0.98 2/26/97 16:11 0.22 9.48. 1',00 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3/2/97 9:41 0.30 8.58 1.37 3/2/97 9:56 0.30 8.58 1.39 3/2/97 10:11 .0.30 8.66 1:35 3/2/97 10:26 0.29 8.74 1.33 3/2/97 10:41 0.30 8.62 1.35 3/2/97 10:56 0.31 9.02 1:40 3/2/97 11:11 0.30 9.12 .1.36 3/2/97 1.1:26 0.30 9.12 1.3:5. 3/2/97 11:41 0.32 9,64 1.47 3/2/97 11:56 0.34 9.86 1.55 3/2/97. 12:11 0.34 9.90 1.56 3/2/97 12:26 0.34. 10..10 1.55 3/2/97 12:41 0.33 10.42 1.49 3/2/97 12:56. 0.32 10.26. 1.47 3/2/97 13:11 0.33 10.28 1.52 312/97 13:26 0..33 9.96 1.50 3/2/97 13:41 0.33 9.66 1.5'1 :3/2/97 13:56 0.34 9.88 1.54 Page 11 P33B 1M009 3 /2/97 14:11 0.3 5 10.12 1.61 3/2/97 14:26 0.30 9..92 1:36 3/2/97 14:41 0.33 9.82 1.53 3/2/97 14:56 0.35 9.94 1.62 3 /2/97 15 :11 0.3 7 10.12 1, 67 3/2/97 15:26 0.33 9.84 1.52 3/2/97 15:41 0:34 9.42 1.55 3/2/97 15:56 0.35 9.64 1..59 3/2/97 16:11 0.34 9.22 1.55 3/2/97 16:26 0.36 9.36 1.63 3/2/97 16:41 0.35 9.14 1.59 3/2/97 16:56 0.35 8.70 1:59 3/2/97 17:11 0.34 $.60 1:SS 3/2/97 17:26 0.33 8..52 1.51 3/2/97 17:41 0.33 8.62 1.52 3/2/97 17:56 0.33 8.68 1.52 3/2/97 18:11 .0.33 8.48 1.52 . 3/2/97 18:26 0.33 8.64 1.52 3/2/97 18:41 0.32 8.98 1,48 3/2/97 18:56 0.34 9.00 1.57 3/2/97 19:11 0.33 9.04 1.50 3/2/97 19:26 0.33 9.24 1.50 3/2/97 19:41 0.34 9.18 1.55 3/2/97 19:56 0.34 9.14 1.54 3/2/97 20:11 0.36 9.12 1',63 3/2/97 20:26 0.33 9.10 1'.53 3/2/97 20:41 0.33 9.08 1.50 3/2/97 20;56 0.33 9.26 1.51 3/2/97 21:11 0.3.5 9.36 1.62 3/2/97 21:26 0:3.4 9.46 1<55 3/2/97 21:41 0.17 9,300 0 0.80' 3/2/97 21:56 0.34 8.94 1.56 3/2/97 22:11 0:35 9.26 I:59 3/2/97 22:26 0.33 9.26 1:52 3/2/97 22:41 0.35 9.22 1,58 3/2/97 22:56 0.34 9.06 1'.56 3/2/97 23:11 0.3..5 9.18 1':58 3/2/97 23:26 0.34 9.14 1'.54 3/2/97 23:41 0.35 8.98 1.59 3/2/97 23:56 0.34 9.04 1'.55 3/3/97 O:1L 0,35 9.24 1.60 3/3/97 0;26 0.35 9.26 T.61 3/3/97 0:41 0.34 9.32 1155 3/3/97 0:56 0.33 9.26 1.53 3/3/97 1:11 0.35 9.10 1'.59 3/3/97 1:26 0.3.3 8.64 1;53 3/3/97 .1:41 0.33 8.40 1':51 3/3/97 1:56 0.34 7.94 1:55 3/3/97 2:11 0.35 7.86 1'.58 3/3/97 2:26 0.32 7.54 1:49 3/3/97 2:41 0.33 7.64 1.5.0 3/3/97 2;56 0.31 7.46 1':46 Page 12 P33B 1M009 3/3/97 3:11 0.29 7.06 1.45 3/3/97 3:26 0.30 7.14 1.45 3/3/97 3:41 0.28 6.70 1,47 3/3/97 3:56 0.28 6,70 1.45 3/3/97 4:11 0.26 6.44 1.43 3/3/97 4:26 0.27 6.58 1.44 3/3/97 4:41 0.26 6.40 1.4L 3/3/97 4:56 0.24 . .6.14 1.36 3/3/97 5:11 0.23 5.96 1,37 3/3/97 5:26 0.22 6.00 1.29 .3/3/97 5:41 0.20 5.62 1.29 3/3/97 5:56 0.19 5.38 1.27 3/3/97 6:11 0.20 . 5.68 1.28 3/3/97 6:26 ,0.20 5.66 1.25 3/3/97 6:41 0.20 5,86 1.20 3/3/97 6:56 0.20 5.74 1,25 3/3/97 7:11 0.21 5.90 1.25 3/3/97 7:26 0.21 5,90 1.28 3/3/97 7:41 0.21 5.90 1.29 3/3/97 7:56 0.22 6.06 1.29 3/3/97 8:11 0.27 6.70 1.39 3/3/97 8:26 0.31 7.46 1.43 3/3/97 8:41 0.33 8.12 1.49 3/3/97 8:56 0.33 8.80 1.49 3/3/97 9:11 0.33 9.34 1.52 3/3/97 9:26 0.31 9.58 1.40 3/3/97 9:41 0.38. 10.90 1.75 3/3/97 9:56 0.36 9.40 1.66 Page 13 From:. Cathy Raney. To: City Ha11.BMCCULLY Date: 4/27/97 3:44pm Subject: manhole inverts Starting with the. upstream manhole N37B2M007 to N37B2M004 - Upstream MH depth 13.0' Downstream MH depth 18.5' Upstream Invert 3.01.65 Downstream Invert 300.48 Slope .00199 N37B2M004 to N37B2M003 Upstream MH depth 18.5' Downstream MH depth. 21.0' Upstream Invert 300.38 Downstream Invert 299..81 Slope .00200. Sorry it took me a while to get back to you. aPR.21.199? 10~43AM FURY & PITTMAN INC. N0.034 P.1i2 ~. a DATE: T0: COMPANY: C~', .~t o ~- C° `)e~ ~, ~'r,~t''' ``' FAX N4: 1' x/09- ~i~~/~ 3~~~ FROM: c~~-• ~,' ~^^~ ~ -. ~r, BPI JOB NO: ~S~i r ° Z NUMBER OF PAGfiS TNCI.UDING COVER SHEET: ~ MESSAGE (iF ANY): ~~, '~LSt p„r2, -~ ~2~ n ~-~ 0 w 5 s~~ ~I l/~- ,.-~ v ~cQ er-{+-{" ee•c/lti rti~ i -t ~.•t. t/~ d+-e~ a Y-~ ~ S ~r"aG°Q~ -F-fOw i'~'o'"" C~ /'t~r'G2 ,~^G-in WGJI~ -f ~ sn..j3 ~~'- ~Gri.' fy ~ ~~ .~ ~; b,r ~ef e. w'b ~ 4~f1 ~le..sp C/i/Vl rh ~ ~f $oah aS ~P s.r ; 71L°. ~c"$.F~.r rhl ~ .. TVl.'ES Q ~{crr~O D+~.. {'"G~+~C ~J ll+n ~~ ~ ~-.c~ ~!~ No Copy to rollow i ` . Certified Mail Hard Copy to Follow via First Ciass Mail Overnight Delivery Messenger PLEASE NOTE: If you did not receive all of the pages, please contact .the sender at (512)328-0011 as soon as possible. Bury+Pttman Consulting Engineers and:.Surveyors PHONE NUMBER (512)328-001.1 FAX NUMBER (512)328-0325 y/Z ~~~ ? Bury & Pittman, Inc. 3345 Bee Cave ltoaa; Suite 2U0 Austin, Texas 78746 APR.""" ""~" ~ "" "~""" n"~" & PITTMAN INC. ~v 5~ NM1~ f ~) ~~~ ~~r~~ ~~n,~'O/7 ~~r ESm'~~ ~° N0.034 •ik~: •~ ~ 2~ 5t~ ~~ , P.2i2 i ~I ~ ~ '~~: -~~ .IY ~ ~I ~ 'f% ~ /~ ~ ~ '~.... prive ~ +~ ~ . I ~ ., ~ ~ M1• r ~`~ i. t ~ s a "~ /. Q ~ i!' 2 ~,, / ~~ G { ~~ Q~~, ~ ~~1 ti - ~~ ~~.~ r ~ ' ~ ~ s o ,~~ ~~ i ~~ /~ ~ /' 0 5 r r -~_ ~ ~ ~' ~W~' 'v k ' ~~ 0~ ~, ` ~`• '~ ,' ,,~ ~~~ i ~~`}~ ~ X11 , ~~ ~r _~ ii' i r ~~ .~~' ~ /t~~. +` ~~ f~ a ~ ~ -~ - ~ / .~ r \ ~~',r ~ , '~ ~ i / \ ~ , ~ ~' / ., ~ ', ~~ 'Q „ o~~,- . ~ i 4{, ' ~ ,~ ~ o ~ ~ \ ~ ~~ ~~~, MQn 4i . ho~,~ .~ ... .°c~ .~.. __ ~ o~ ' ~1 / ~~r-~X /~ f. 8 ~f G E~i~ ~a O ~` F~ '~ I~ k~ i~ ~~ J Sheet1 MELROSE SANITARY SEWER CAPACITIES N=0.15 ALL FLOWS I N GPM AVERAGE DAY ~/ MH/ HALF FULL EXIST PROPOSED TOTAL % DESIGN % ULTIMATE DIA SLOPE CAPACITY CAPACITY FLOW ADDITION FLOW CAPACITY CAPACITY M027 8 0 0 M028 8 0 0 M025 275 8 .. 0.00604 260 360 0 275 106% 76% M022' 0 8 0.00392 215 295 0 275 128% 93% M018 115 8 . 0.0039$ 215 295 0 390 1.81% 132% M014; 95 8' 0.00434 220 305 0 485 220% 159% M015' 0 8 ' 0.0068 275 380 0 485 476% 128% M016' 8 NA M009 8 NA 'M010 8 NA 'M011 8 NA M012 10 NA M029 10 NA M013 Page 1 ~~ ll~l_ /~~:_. `f _ c _ __ __ ~PR.24.1997 3~1EPM FURY & PITTMAN INC. N0.z94 P.li2 `'`~ J +r ~'~n PHOP7E NUIV~ER 512 328-OOl Y Consulting Engineers and Surveyors FAX NUNIDER (512)328-0325 nAr~: ~~~ `o%~ ' COMPANY: FAX N0: ~r ~d ~" 7~ ~' ~`~ ~l Cry FROM; ~a ~~ ~~:~~-~ .~r, BPI JOB NO: ~ S~ ~ d Z NUMBER OF PAGES INCLUDING COVER SHEET: 2 MESSAGE (IF ANA'}; S~2 ~~~" ~~b~ N c~'~D -roc 'c1C. - fs ~a-~^e~-e ~ / o' ,e,c~~e~,~, o,~ c„~~.(~e~. Poy.~ F c.~ ~r ze `~G~S 2,r+ti Q~ ~U ~ 1 CQ y ~t~ ~2g ~ ~ ~ ~r ~ i S ~ ; n~ ~ ~~ No Copy to Follow Certified Mail Hard Copy to Follow via First Class .Mail Overnight Delivery Messenger PLEASE NOTE; If you did not receive all of the pagos, please contact the sender at {512}328-0011 as soon as possible. Bury & Pittman,. Inc. 3345 Bee Cave Road, Suite 200 Austin, Texas 78746 ~~fiiPR.24.1997 3~ 18PM FURY & PITTMAN INC. N0.294 ~\\`~P~.2i2 i• ~~ _. o _~ s I i U ~i i ~ ~~ !3 o ~ I~ Op ~ r~ ~"~ C ~~ ~/~ '~.fi .%` / ,, ~„ e ~ ~:., 1 ~.~,` ,. `•, , s ~. Ex~;~, .~ ~ ._. . f ~ /~. ~~~s~~o ~ T ~--- ~ x i ~ rn s~ ~ '~ ~' i -'~~ ,J ro ~ 0 ~. ~~ '~ i . \~-`1 i ~ ~ i. ,} 2t , City of College Station FAX Date: 07/29/96 Number of pages including cover sheet: To:CDM, Attn: Allen Woehlke Phone: Fax phone: (512).345-1483 CC: From: Veronica Morgan Phone: (409) 764-3570 Fax phone: (409) 764-3496 REMARKS: ^ Urgent ® For your review ^ Reply ASAP ^ Please comment Allen, as discussed,I have attached a sketch of the area in question. Please not that it is located where the large "O" is drawn. This is just west. of Jones-Butler Road, and north of the intersection of Holleman and Southwest Parkway. The complex that is requesting to build in this area wants to sewer 660 units into manhole M-018 or M-014. From the previous information that I reacieved from Rusty Mehring, he was running 2.67 individuals/unit, but I am not sure what the flow/individual rate was. I'v also attached a copy of a sketch that Rusty sent me of the araa in question, that shows HOK's land use. Thanks for the runs. Veronica JUN 19 '96 03~41PM CDM AUSTIN CAMP DRES SER ~ McI~.EE INC. Fay Transrx~.xttal TO: LOCATION: FROM: DATE: PAGES COMMENT'S C/~Y~o N~ c~ /~~tc-/t~ H P,li4 ~~~ ~c 7- ~ o f C~-t.c~z €. ~7~a--Tr~ov mss- l~Ff•~ ~~i ~ /r ~/~c~ ~' (includes cover} t~ °°°- ~~~ , ~~ 10B .NUMBER: `~ ti~~ 4~~2 ~~~ ~a~ ~ ~ ~ r~ ~t"~ ~` e"' `gym. -~ ~~ ~f there have been any° problems. in this fax transmission, please call C DM- ,A.UST I N at {51 ~} 34 5-6.651. . JUN 19 '96 0~~41PM GDM AUSTIN r CO co oa t-' w I CO O i ::.. I .~ I I. .. ~~; I •~ I I I .~ ' I• 41 I• i ' i ! I I ~. I .I .I .I I I ~E •~ I ~ i I I t I r r I i I I I I i I. I I I t I !I f .I ~ i ~~ I ' I~. ~ I~ I ?" I I ~ ' I '~ I I ~ I I I ~ 1 I I I ~ t •' r I ' ~ B I t • , I a I r I t I a . t •I 1 ..~ .~ a I rf ~' .~' ~'~ ~' N jL ~ Yf a fit) 'L' fL7 , ,Ci Pi a xa ~U i c. , ; ,~" ~ ~ ~'? i~ Ja -~ ir~i . l X17. to :'J :°+ c!} L7 :'. n W sf iV t~a t:? bi a4r , a. w c~ cv c?7~ i i w 8 fyI [ y~~ l. i W :) O 8 f A ~~Q~~~ ~:~ np :>:r.r- ni ~ lea CV f'.'i ~i N Mi araa~+~•.`~`~i• o s i ~: a . ( ~ [ C~y~ ~~ ~yy QQyy C ~7W "~~ INN "' 5pp 5 CV PS V 11 7~ ~7 .SC~cV.'~v~~Na ~ N ~i iii i~ ~: G.i ~4m C= ~ ~ti{~+n~isiw LV P ~ N I CJ ~ N •D n~oa~[>u- r ° ° ~a~ ~vv+N~e~;~ ~ + ~ ~' °a~ . ~>i~~4;~~~`3 CT~N N NN N N ~ ~ ~~s an~ ..! N ~•a - ;~ - ~ ~~~~~~ ti ~ ,.,~ ~fi QI hrl ~~ >~ ti- fv ~~ v '~' 1 1~ Q 4 m 4, c~ 4-- `~ h ~ 4 2 P.ci4 C'9 ON7 Cr~ C7 C~7 C`7 M ICV CV 'N Ctf JUN 19 '96 03~41PM CDM AUSTIN r 0 r I 0 a~ w ^^o L~ ' ~ 1 I i I I I I a I ! I t r i I I 1i ~ S f i I f ~ I i r l l I I I , I 4 ,. I I r { I ~ I• I I i r . I r y t t ~ i r I I ' i I I I 1, ~ I r I l I 1 N "'~ u~ ua In ~•~ ~ i ~ K1 tr r~ tau r ~ ko t3 ryry l ^ U ~ r- - ~~ U i~~i it rP :'.~i i~7 I N-~!-N yL{. T ',~ l~ C7=Y fJ r4~f G O .t ra V, G~ ~J ~ ~~~,~~l~l ~ so cn ur .^S r~ c~ ©NN6Y~rNN m •~ ni~ C7 (ae-~' r p :o~~~di~ Y.~. ~N NNNN CA C7 LLi to V` t:'l T_ {.~ oy [G~ h; to ;t ^ GY .S'Y,O~ Cp .Y` ~:J ~ Q1 ~nfN~Ai ~ n M1 W O SL? tit 1:1 l') r~ ra I`• n c{S ~~-~ rE~ sS ~ ~l n. ~~ N N CV iv N V ~ 1~~, ~ tr~ a~ rf17 G ~ fp ~ epp~ {T~ {, (,yy (~ :~ ~ 6i QO fV l tU tJ V N 3 ^ i u~ txni• r ui h O~ ~r~ r. 1~ t. r,. C'S~N NNNNN 4 'w+ .n 7 Q C GY ~@~yy t~ C7 q iti X75 r„r~ ~~5 Sv J t~ N c~ v' t7! rr! (lt ~I ~. ~ f/J OI M ICi a7 ~ •`~ i'+1 N C~, CV CV fU vy (~V SU ~ fV P.~i4 `1 J v N C ~ ~ `~J v 3 r >~ 3 ~3 Q hh Q F~ +`- Q v '~ ~~ ,` (~` JUN 19 '96 03~41PM CDM AUSTIN m ^0 W O n. i ~ I I , I } ~ I• I I II f [ I h4 I I I •I I I F I I I• ' h , , ~ I I + I I~ a a I• F i ~ I [ I P I i I Ff11 ~ 7r I i j+~ I F j ~F ' I I I I i~ i ' ~ /^~~ I, ~~ e II I IU y J ., y... . U1 ~ a'r Q u~ u) KD ~1 LL~NSt~NN:V ~~ ~~ ~~~ ~a f~ ~~ a 7.1.~itV Ne\lNN ur...(nr\~rn CA r_iUCiri~ R] [[) r N Q7 q7 IX] G J C c`7 , Ctl C7 C+ OS p ~ (y m "1°J'~N (ur~amm~ N NNNN LV ~j ^~ •, r-N O~MM}G~.Q~""; ~ i ~ - J aV x~N C} N' }. ~ y !{~,NJNNN ~ ... ~.. ~, .- t ~I: a p p '.~C ~~IQ P[~~. £~ CV [11 N CI :tl N ~)1p.:, ..... ~. .~ ~ V ~aY fM~ l) R ~ ` ~ r~. 1~- I ® - ~NN N4~[NN C C U C Oi [CJ ~ rOrl ltti~~] CL[ L7 u GNCVN.'VJ CLN f(~ C? - - r. fJ [ .~ p N ^ N O7 N .4 ~I. [~ e•u ~ ~ Ul of r...~. (:: ,.. ^ .~~. G E~..: r t i, 1 IIww -1 3 1,~1 Y 3 ~~ 3 ~^ V ay Q 1~ JJ~ .._.. _ ................ . P.4i4 ar (v O ~ ~ ~ Nt7 p ~ w v C~7 i7's Cl7 p7 f~ 1`- h CV f.V CV N N CV N CV N N N JUN 14 '96 09~45AM CDM AUSTIN P.li7 CAMP DRESSER & McKEE IIVC. ~/ FaY Transmittal TO: r1~,~~Wr ~~~ LOCATION: _ Ct ~ ~.~ ~~-u.~~' -r.w FROM: ~ ~t.~~~~ DATE: ~~r~ ~~~ PAGES: ~ (includes cover} COMMENTS ~~ ~ a~"7'~u,y ~- ~ y~ '~ "`mac _ ~ ~„` ,~,~r Cam-. JOB NUMBER: ~~ rf there have been any problems in this fax transmission, please call CDM-AUSTIN at (5.12} 345-6651. JUN 14 '96 09~45AM CDM AUSTIN Q Y M C1 ca r d' 'T^ W 0 0 ~. I e I• • h , ~ I I 'I ~ S {'.. I 6 I• r. a § .. ~ I ~ I t ~p ~ e I I U I ~ ~ h F .. .. F I " I L i I I I ~ I I I I I ' , ~' y ~ I ~ti ~ ~ I i ~ ~ ` ~ .~ , . F ~ .. I I I + t I 1 I I I I ~ I I L I• r ~ ~ I r ' b II § I• { i , ~ ~ , I I. I I ~ r a 0 ,9i e~ ja o o :_~ c~ m c~ i~'i i~ ~ ~'i LL C3 _I ~' , ~~ m :xi rn •.» ca r•. Ip ff1 to Ill h N X11. oil ri :ri r3 r3 ui ~~ ~„ ~" ~~ Lt r~ v t+i O a;, ~~~~... O t_7 c7 Uafj tB ~ r.~ C c7 r_> G ht'c~1~~.C ~ C o }I ri r•i sv •~ r G r~ N ~~j. (~~ N v a3i~~tii~,~ r la ' ? x~~~~N~~ a = ~'~w~ z ~r~`~'~~ia3~~ C CZ N Lh7 ! 4 N N f\I yacl -- 04 n r, a m .:, cx: ~i ai w ,J :u :~ .~ ~u Lv c~ ha o y?.rn L;• r•• ,r, S "5 wrvJ, Cil m ~~a,'r• u'~~oy r. q0 O! :7t n ~i ixa q; h L3ONGV <V NCUN a ~~?? ~,? sr, {. r• ~ D? ~~s~ A; CY :$x .r tel:° = ~r «: SV ~~;~~ ~I ~~ ~ fh ~.~ ~. `CI• L+T fl) of ni I~ ~ M iv ~ r~ T C) 4~477 ~ppddsy ~7 +~ Q' C~J Mi G'7 ~ t~ N hl GY, N `~ `!~ 3 3 W V~ V H ~~z,TT `V P.2i? JUN 14 '96 09~45AM CDM AUSTIN .° , T r w r° C' CO 0 i I I I I I I .. .. i• , ~ r I I ~, I , ~ i I I I t ' I I •• ~ i I I I• •I p f ~ I I ~ ~ II } I~ I ~F I I I i I ~ i r •§ •I I I ~ ~ I r ~ I ~~ I i ~ I I ~ ~ o` .n in an us uh VfoNntN;.lr~ ~, LI. all. r- r•; n, r- rv LL V ~I 411 Cat N N f~I fCl ~r~ ••. N L1 LCl U? Vr. V' t:7 h~ ail- tCi t'i <'~ : ;S ~'i 4 , m ~ ~' ~'Y cat ty' n t ~ ~ •r ,~ I ~ c, i~;.r rxa .> 4 rws r„a ~s iWs r, UJ o ~~i C7 G r_i CS J W n h. fEl ti• m YON NNNNnt N r•,wc~T^ ~ fo r•• -~ t7am v r r•• fs} Nf~nr~1- 2.7N N NN NN LD N ~ ~ ~ `r lh • t 1; .: .~S Q GV f,~l ftl N N I'V %3S ii c',~c i ~ y °a f~y~y ~{ , ~ { ,,77JJ {:Y ~ NN V ~N['u ~ bol t.G GrJ [T, ~ ffA lS~ N N N N N N T, v~ a r- ~ fci •a cn • «, ~ m fA x N N Cil !~ N GV W G7i l"~j. Q Xj iyi . C vin^tii , ~ q~ c r. ~ `o s r ~ ~ ~i tV y ~ r ~,~. fi`~S~ o~ ~ ~~~-NNty _~ rrn~r~~ .~ - i-i Cf! Cal ~ ~~? $:{ •• •~ 1T CV ki P7 4A '3 tC~V 4:J fk'i W '~f N ~ cu %~v i~si c"u N ~ N N ev 8 1~ ~l. r1J 3 3 Q d' a h P,6i7 JUN 14 '96 09~45RM CDM AUSTIN r _h `~ r 1"' r 0 w ^AO I.I{~ I I J I I i I I• f ..: I ' 4 ' I l " 1~ I I @ ,. d d I 11 t i r i l~ l I I I I ~ I 1 I I I I ~ I I a d I I I 1 I ~ 1 ' 1 i I I I I I I ~ I i I I I ,'~ ~ I I ' I I i I J a> N ~u~u~m4.7~~ CA f ~ ~ ) V [C7I ~[7 t~!) 1,j ~~ ~i l4 i ~ ~ ~ t~ Nt~1~ Nt+ K{ ' N (75 u? ' C11 fu ;*o 7Mi. N f17 r ~I IV U i~ !\I Q d r ~ G' rtT OJ N' CJ f~ i .~~ ~~~ p~] p Ctj. , , fn O !.7 GS ~ [.: ry ~yyy c~: r) n: CS ~ m y fi7j rp c{r n. =CJ dil N Gtl iV N 44i c ~ ~i ~= !7 [~~(T, [~ Nt~ V N Y~hi '„ ~~~ W ~ L\I ll fV :V :V N N v - 47 L'1 IT) f] r•;~1-~:cy }Qm N ~ ~ ~ i iuNN . i V N QI ' lld V7 If C d ;'~a~~}m~7 • iv r l ,J Gv Cpl v fA t'i{ 60 lFl M :dl , `~'Q~i , , ~imc)sirtj N N Vhl iv CJ :hl N ~ I{ Cf' :) l0 I~ tl~ t•>~ ,;s N MIN CV ~1 l'T) CTY 4~ ~` ~I ~~ ~' rl auf"iv ~ ~ ~ ~. f-) ~~ 49 [L} [ ~~I SL ~r? .. Ui O f'7 U.'~:il ~• C~IM (~ Cl, i~`1 f~3 a7 tri IX) 41 W tr CL ~ CV N N CU CV ihi N CV 1"11 lC M1 3 W 3 O Q V Z h TCi P.4i7 JUN 14 '96 09~45RM CDM AUSTIN q O T O Q~ Q.. . ~ ~ I I ¢ ~ + ~ I ' J r a . t , + I I I I n I I ~ + + •I a I i' I I 1 I i I I ~ " ~ I j ~ J I I I I I , . I i } I • I .. ~ I + II~ ( f I L ~ I ~ , ~ I i 1 . ~ i •I I I 1 ~ f + i I ~ i i •I I i J I• ~~ I t I I i t iA r~;J D G ~ 4 a rpi w cn~,u:~'~ pct ~, u. rn m ; ~V- -- ~' t4 r qq~~ pp~~ .rGGl ^+ 477 Si) G7 G: GR (7 G? GR f'j hl ~t`t'JI tV ~ 1(} G~7 l N CJ N tr7 K7• ~l~ll tx ~ (~ {' ~? ,~; 4i, U (J in o :;~ tj ti ..i G~ ~"~«'="~ 1~=.t G.~r-~a< ~~~;i~~ ~Q- ~~^yC~..S.7 m Y ~ ~ t-1 m. ci cTS chi N Y ~~ ~1•~"1 C~ ,~jQ LV G,I IL N N QV nl ~ r_t (T 4 ~_~ O-~ CF? 9;,?+ CQ l~ 4J ..~ N :V C l Gll N CV t ~ ~ Y t{P4ryryY fL~ G7 lx? h 'i+ 475 tr~ .b ~$3y~. ~ C3QN:v Nt'`IwN n F a ~ r7 ~ti L`l i-~} ~~~;~~ ~' [Cl r G-. a, ~.n~; G:,G'b ~ ~I ~ ~; ~ i° cC r in <a• ~- a7 .. r`• r~ (•• r~ N N VI ~ C ~ .«~ I• G71 W .xf t}i - N L"7i ~~i i~ crr• ~ :u ffi OI ~ 1 1'`~ fV ~ r~ 7 C~'.Y tJ1 ~ GO CJJ ell m t'7 ra n~ r~ny cv ~t cv ev c~ a d J 3 D a 3 iJ ~ ~ 'l 1 '3- Z 3 ~ 3 ~ Q 4 O ~ ~ 0 ~9 n S~ G h __ Po3i7 JUN 14 '96 09~46AM CDM AUSTIN f i f I. i F I I ~ I ~ ~ ~ .I ~ I •I , ~ ~ I ) i ~ ~ i i i I . ~ I .I I t I ~ I I ~ i t i e I i t ~l i ~ ~ I• i i i , •I • • ~ I I I I • I ' T 0 r i i l l W W ~ 4 ) F r ~ i I ~ I O J ~ ~ ~ I I O a d N GI 1(1 fA~ l:7 K] la1 o rv'i ~ c' r~, ~ `C~~t C"iUr ~c~rrc ~~ m ~~ ~~~~; O o •vi ~ iwi ij (!7 O~~ .7 C1 P1 p a ~ ~i-1 .ice i ~ ~' ro Ar K1~i~ '~i a ~~~~~~~ ~ cn V U ' NJ S , U r C ~ N rn ~ Gy C7i 5DN ca ~ -. r. ~~ di ~w GtY iCi V` t~ h• F~ h• R• nl NNNCV air ~ ~ ~ '« ri •ha, ` a'i' al i~ ui ~ ~ aml CON iV t'dNN Lc~ C~~i~r~5w [SGN NNNNN G k) 7 ~ ~a~ 'L~ ~r~`~~i~ cLl N .~ :~i ~ °o ii cj ~s .n cwti.' ui wwJ h 1 .J ~+ 5T1 ~ li•J y ~~~~~ ~~ NI [~1 "" TI• L'7 •c« ~~ iu ~ ,.. i~ N ai ,- w~ t9~ - .. eft i'~ ~ ~ ~ ~ N N t~ N Q 4 F- 3 W 3 O h O ~_ Q 5 J Z M w P.?i7 JUN. 14 '96 09~45AM GDM AUSTIN 'd ~t r 0 I Q~ d a ~ I i ~ i I. • •I r ' I ~ Y r + I ~ I ~ r •• r ~ i ~ ~ I ' I I t ~ I I 1 r I h h I I I r Ir i I ! I I I I ~ I I I r J F F l I 1 I ' I I I i J ~ ! I I I t l I I ~I I I I 11 m us `~I ~, ;, ~~ ~ ,J) o fol. ~p (1 4 J. S~~ C? 7? ~ .~t.i G: t7 s>• (~ ~ - CV tl~ iTi ~tY U'7 iii irv, }u. ~ .;, ... M m ~I ~ rV S'~ ~fyl KJ a a r€It O o 8 (A ~ ttt"""S)) GS [4 v" fir] Sri ~~ 5r ry) ~ pl f,.} C,.r w~ f;J r•9 t7 C:.f CS f`Lli ~> ¢3.N ILi ~~ J li5 1 R) G! M1. I J N N = d J'~II N [4 N ~vtl:~~cv Q`~~ :s`i ~) ~Ui '1~RJ JNNNN ~ ~~~ fDN ~~~~ nlfv~.i~Jv Sh[ ti ~ J In •: yn rte' N V :V GV tV .V >r (~ `j~ I~ fM1 Rs {?, " fi CSf vs [S CAN h~ .. L [x7 xJ NN~NN a e tA~ :J ~ ~~ G~ ~'~ 'n i'`7 o a Cp~ ~; ~ h ~: xi~~~i~ ~ "~ `7 v~ ~ h iii 4V f C ~ c~ 7i ~'~ f>'J y ItriV i n J 7 i ;+7 N V V' ~" ~I v ~ u~1 dig ~~ U E. ;n iii c~ ~~ ~ tYi tr; w~ tPJ ~I iM1 u`~i aJ -. •.. 16J o In _o Jn o ~A ~ ~ G ~~ N iv »• +=~ cti M~ m CILJ aP ~ M C7 C7 Cx] cr•1 C"; N [V N CV CV Q 3 V 3 3 C 0 Q z a 1'G ^I! P.5i7 a` JUN 13 '96 02~47PM CDM AUSTIN CAMP DRESSER Sz McKEE INC. Fax Transxn.ittal TO: LocATZaN: FROM : DATE: PAGES P.li3 V c~`20 ,v t c A- o nC, ~ ~V _` tit ~1 GGE ti~ ,¢ _~f13~~~ ~ (includes cover) COMMENTS ~~ ~,~~„ ~~e-~ ~ coy ~ ~r~- ~~~ ~S C,~~,eE~ >' `~ ~~ P~ P~ Ply ~c c, E ~~''~ i ft~" fT~'~~- T'~`~ sC~.G,~-r~T~.~. ,~ ~ r ~~,~,.~, /tri,~ ~ ~t ~ ~ . ~~~ 3 ~ ~ /~~ JOB NUMBED: ~ ~ . Zf there have been any problems in thin fax transmission, pease .call CD~VI-A~.~CJS'~'IN at (512) 345-6651, JUN 13 '96 ~2~4~PM CDM AUSTIN 330 3;~5 :i20 37 ;Fy~'i Q 30h 300 ~~.'f ?9J :. ?f35 2f30 Profile - 06-13-1996 15;23;50 P.JiJ .I .. I 1 ~, 1 I' i i 1 ~I I. t ~ I , ~ I ~ , I I .. q ,. ,• I I I I ~ I ., , ,. I I .. . I , I I I I I n I 1 I I r , ~ ^ ~. • ~ SoU.TNw~S7 r-rwKY '`-~"Ze/]EA.S~cTION ,. I .I I t I •t I .. I ~, I _ ~ .- m••1jI' t I~ . I 1 t I 1 1 i - I• I 1 I •. ~ I .I ~ ., I ~. ... I. ,..._...a .. I .I. I . •. 1 ..~ m.... ~.~ .........~_......~_.,, • n. .. nw.. ,.._....~..i. .. .I I. ~. ...~.~..~..~....' .. v 6 783 ~~~. Station Neme Q 7„A4 2"013 7133 €i4 i 7'33 1,,:!<< :313:3 w,;1;313 2J(; 788 290 765 289 Length Groond ~'O°'na Invfsrt !nw>rt s+(;t. Kca~. SIapQ Vmtoclty r-(ow Sleq Up Dn Up Dn Up Qn FtiSec CFS ,2~.7 ~fl 2BH.2?. ..t4 ?.4~. 2.Sl.BQ ~4?.~]I. 3.4~4J~ 9 493x.1 ~~8 J..~ _1.4 4fi3,f3;7 «!3B,OU 197.ti0 8!3'I,„rx0 ?:JU OU (i;OU.'78 ~Jfi.i{r O.U03,?3 3.58 'I ~] s t0 1:iSY.ti(ti ?..~~.90 r.?fiFi.41 t347.tJ0 ?fi:],M1Ei ?..11(3,78 'r:5ti,:i8 fJ.p(J3:i4 ;i.tiA 1,17(3 ?0 5ti:3.U7 2;Jii:':IJ :?9(3.,3;i ~8J.3.a ffi7.3S 2U.~i.35 240.12 U.OU3~i 3.39 l.~~i 1U 1)1f~,fJfl r'i£i:3,:ti5 2£+7},i)(J i.:C°~fi.5(1 :~Fi:2.(JtJ u~ltl.4f: 2~1~,:T3 C;AC14(12 ;5.:39 1„]fi 'I ('l dUn.OU 288.UU 187.88 '?f32.0U 2d0.3~ 28~.5'I 2331.C1(1 0,(J15e3i"s 5.~7 1.93 '10 JUN 13 '96 024?PM CDM AUSTIN P°2i~ m ~ . >,~ . „s,: Yt _ t • u ~. a.~ it I ,• ~,• i ' •~.! ~, i p~ ~: _.~ .: e~ ~~ I ,~ ~•~ .a .r , t •~ g . .. Z Jar ~ ~ 'i< ~%~.•; ~ yel.~, • x ari i~• ' 'rir r . • ,.s } ,~' '•r S.A ~ 'f•; ~~ it J l I '• r 4 ~~~ , 1' tip. i •`~ `yrl. ~ ~~ L r C ..- ~~~`KR, ~ f~ •I~ ~ f , . °fr r 7 h % ,~~ ! ` • ., :~ ~, ~ , . ,'r . o ~ ~ ~ 7• ~~ i ;.~ ,~• .;~ tom.., ~ ~ S ~ ~ •• ~ :Lh~~~` ~ • ? ~' r i ~a! f ~ y i h l~ ~ ~•~ a •• L ~ ; ti~ fM 29~~ J `\~ \~ .. ~- R ~ - 2csr4Etir~4c, tf lGt~ 2 ~ -- 2~~ r ~Ek rr ~ ~ ~-~i`ftc~ED j t~-~~~x u !~ - u ~ i ~~~e.sr ~ r ~`ls1 ~ - ~N ,~ ~S T2r~ C iAU6 02 '36 07~13AM CDM AUSTIN ~D~ Camp Dresser & McKee Inc. envvonmeneet services 6311 Capital of Texas Highway, Suite 4240 Austin, 7axas 78759.7261 Telr 512 3a5-6651 Fax: 512 3a5-1483 July 31,1996 Ms. Veronica Morgan, P.E. City of College Station P.O, Box 9960 College Station, TX 77542 Dear Ms. Morgan: P.2i2 We have examined the information you sent to us about the apartment complex located west of Jones-Butler Road and nozth of Holleman and SouthwestParkway. The complex consisted of 660 units. A population density of 1.5 individuals per unit was used and the land area of the complex was estimated at 33 acres. Based upon. the hlydra model, without the apartment complex the downstream peak wet weather flow was 0.53 cfs and the flow depth in the pipe relative to the pipe diameter. rar<ged from 0.3 to 0.4. With the. apartment complex the downstream peak wet weather flow was 1.03 cfs and the flow depth in the pipe. relative to the pipe diameter rangEd from 0.5 to 0.6. Under existing wet weather conditions the wastewater line begins to surcharge at the FM 2s1S crossing.. With the apartments under wet weather conditions, the wastewater line begins to surcharge just downstream of FM 2154.. With the apartment complex the first predicted overflow point moves upstream from behind the police station to a point near Longmire Drive. Please contact me if you have any questions or comments. Sincerely, Camp l7 esser & IvicKee Inc Scott A. Miles w2515LTR.SM AU6 02 '96 0?~13AM CDM AUSTIN P.1i2 CAMP DRESSER 8~ McKEE INC , Fax Transxnitta~ To: 4a }~OCAT~ON: Cr-r-~, o~= Co t~e~ ~ ~~ ~ a ~ FROM:. ~~~n' M ~ LE s DATE; ~Jz I4~ PAGES : ~ (includes cover} COMMENTS: . ~5~~~ -~ ~~~s JOB NUMBER: If there have been any- problenxs in this .fax transmission, please call CDM-AUSTIN. at (512} 34~-b651. v,. ~•- CITY OF COLLEGE STATIOI`I ® Post Offiee Box 9960 1101 Texas Avenue College Station, Texas 77842-9960 (409) 764-3500 April 3, 1996 Bury & Pittman, Inc.:. Consulting Engineers. & Surveyors Attn: Mr. Gregory S. Strimska, P.E. Mr. John Friedman 3345 Bee Caves Road, Suite 200 Austin, Texas 78746 RE: Draft Meeting Notes of Predevelopment Meeting 3-18-96 for Intcgroup College Station Development Gentlemen: We have reviewed the draft notes from the subject meeting and have identified several sentences which should be changed to reflect the intention of staff's comments. Proposed Water. Service (Replace entire paragraph as follows:) Mr. Steve Homeyer indicated that the existing water .lines should be adequate to serve the proposed development if the proposed water line for the site is connected to the 18" water line in Marion Pugh. We discussed two options to upgrade the`system ifnecessary One option is to increase the size of the existing line locatedin the Southwest Parkway'right- of-way; either by paralleling with a 12" line or replacing with a 16" line. The second .option is to extend a 16" line from the end of the existing 8" line on Southwest Parkway W. The 16" line would need to connect in one of two ways: The first possibility would be to connect the line back into the 6" line in Woodway Drive. The second, and most preferable. possibility, is to extend a 16" linefrom this site along the Luther Streetright-of- way and tie into an existing 18" line located in Marion-Pugh. The waterlines necessary to serve this project are the responsibility of the developer, with any size over that required to serve. this.. project eligible far a request. f®r oversize participation by the. City. Proposed Wastewater Service eplace the. 4th sentence as followsa While tapping. into the 8" line parallel to Woodsman Drive was discussed, we indicated that the City prefers a connection to the 15"' line located near the Raymond Gretzky property adjacent to F.M, 2818 for a project of this size. We could allow for a connection to the 8" line for a small portion of your project, but the capacity of that line cannot be exceeded. [-force of Texas A&M Qniversity Electric Availability (Correct sentence #2 as follows:) The developer would pay 20% of all expenses incurred due to the new development (i.e., transformers, etc.), plus 100% of the cost of transformer pads, conduit and conduit installation. TRANSPORTATION Luther Street (Replace the .entire paragraph as follows:) This road is scheduled to be upgraded to a collector street based on the thoroughfare plan. However, a time frame for this project has not been discussed or developed by the City. The City would. propose at the present time for the right-of: way to be dedicated as part of this plat with assessments made to abutting property :owners when the City constructs the street. The required right-of--way for Luther is 60 feet, and should concur with the Woodway West - Phase I Plat, If the development. requires access to Luther, then the developer will be-responsible~for the construction necessary to provide a street section capable of carrying the increased traffic. In addition, .access will not be allowed to Luther unless the street meets current City standards. Jones Butler (Replace the entire paragraph as follows:) The construction and dedication of right-of way for Jones-Butler is the responsibility of Mohawk Ltd. due to these parcels being out of the same. original parent tract. This street will require 80 feet of right-of-way when constructed. Any width beyond that required to .serve this project is eligible for a'request for oversize participation by the City. As with Luther, access will be denied to Tones-Butler ifthe-street section does not meet current City standards. Southwest Parkway (Add the following:) Until the `adopted Thoroughfare Plan is changed, the staffwould recommend the continuation of Southwest Parkway through this property to Luther as proposed. Woodway (Replace with the following:) Theextension of Woodway Drive into the Integroup property will not be required as it is shown to intersect with. a street which ties back into Southwest Parkway`offthis property, but on property labeled,"Reserve Tract" on the Final Plat of Lots 1~5 Parkway View Addition. The "Reserve Tract" contains 4.36 acres and was owned by Arapaho, Ltd.. at the time the plat was filed in the fall of 1995.' i w PRELIMINARY AND .FINAL PLAT (Replace with the following:) The preliminary plat. can be processed concurrently with the zoning application. Both the preliminary plat and the final plat. must go before the Planning and Zoning Commission and the City Council Every effort should be made"to clear up review comments before .the Planning & Zoning Commission, but in the event that cannot be achieved, staff will work with the applicant as much as possible to address any problems. Changes to infrastructure construction documents. do not have to be made prior to being considered at these public meetings, but rather, must be made and the documents approved for construction prior to filing the final plat for record with the County. We appreciate you sending your written notes covering what was discussed at the meeting, and the opportunity given to us to correct any misunderstanding of the discussion. We look,forward to working with you on this development. Sincerely, d' %~--_" Shirley J. Vol Development Coordinator cc: J.Callaway K.Laza V.Morgan S.Homeyer D.Owen, Integroup E.Jones, Mohawk, Ltd. File CITY OF COLLEGE STATION t~EVELQPMENT SERVI~E~ 1t01 TEXAS AVE COLLEGE STATION, TEXAS 77840 Facsimile Cover Sheet To: ,~. 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Tee Tel Sit / ~ODii Fe= 512 / 3Q8.0325 3fS19~, DATE: To: coMPANY: ~ ; -~ y o ~ C=sue s ~;ate _ FAX NO: ~/ d ~ - °? ~ Y °- 3 ~/9~ FROM: ~ v ~t -~ ~r i 2~ +~a BPI 70B NO: ~- NUMBER OF PAGES INCLUDING COVER SAEET: MESSAGE (IF ANA: ,fir kvp~ ~ ~, ~. ~~ k "7'Yt"~ 1 ~ rr~~on ~p~-+ No Copy -to Follow Certified Mail. Hard Copy to .Follow via Fiist Class Mail Overnight Delivery Messenger PLEASE NOTE: If you did not. reeve all of the pages, please contact the sender at (512) 328-OOi l as soon as possible. >~, s ice, ~ 3345 8x Ca+ro Road, ~ 200 Amdm, 'fens?8746 TO 14097643496 P, 01 ~'~~ FAX NtTMBER (512) 328-0325 ,.~~tr~1 i ~ ~~5 BUAV g piTttitoH. ~*ZC. ~ll~~ ~ryvr ~~~ r~,~. --~ { ~-r--- ~y ~- -'tGud t. Gtny ~7 ~/e-S ~S ~ GDwt~r.~t~t ~.wt-~~ C -ks ~ MAR-05-1996 1®~0? FROM FURY ~ PITTMAN~ ING. 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