HomeMy WebLinkAbout23 Development Permit 589 Morgan Rector A 46 Davis McGill0 8 /12/99 1 3 :32 ft409 846 8252 KLING ENGR iaioo2
ENGINEER•s ESTIMATE
THE HERITAGE AT DARTMOUTH
DRAINAGE FLUME IMPROVEMENTS
fTEM ESTIMATED UNIT fTEll AND UNIT PRICE UNIT COST TOTAL llSTlllATED
NO. QTY. COST
1. 1510 SF eon.truct fr' 1hick Rllir'lfalced Concrele FJum.
s.ctiari F-t= camPetB and In pt.-
for the tun at Dolllr9
IWld c.r.... p.-~fool
(S SF) $5.00 17,HQ.IO
2. 1 LS E>Cl9ting S..-.. ..;-it to Flume Section F-F 1D b9
ftlec:I -... Waded 1D chin campletll
fClr.,.eumd Oalar1J
llnd eenta per lump eum.
($ LS) $1,000.00 f1.091.00
3. 9240 SF H~ applcatlmb-~1 d all gr-.ded
or claturtied -camplmta and In place
for the sum Of Oollllra
and c.... per equare foot.
(S SF) $0.08 ll!Yl
4 . 750 SF Fumitlh and in.w Conor• Sbry (n*'-12" Wdcneee)
3000 P9i ("*1) _. ~ Concnlilll Rubble charw.i
1n1ng carnplM9 mm 1n plflC9
for 1he tllJm rtf Dollllrs
.rid cents per ........ foal.
<• SF) $3.00 Sl.25!.IO
5 . 1oe LF Fwnilh 8lld,,..... 1 W Oil . .stMf Pipe Har1'1nlll palrad
to mllllch a.ting ... ......w.. ~ Wld In place
lrhteumat Dolar1I
Md cema per~ faat.
($ LF) $80.00 fl.MOO
8. .. EA FU'n!M ~ ~ C--. Filed~ So.lmrds palfad
yelaw COii~ and St P*»
for the .um of Dolmfw
and Cer1l8 p.--=h_
($ EA) 1200.00 Im.II
7 . 365 SF ConAuct fr 1t1ick Relnfolced Concna Fllnw
Sectlan A,.A. (incl amt af cub cut) CCllnplil9 and In pi..
far .. eumaf Dalww
and Cena per...,.. faat.
(S SF) $4.50 J1.tq.f0
8 . 220 SF Conetruct ~ Wck Rmlb&:ed ConcnD Flume
Section B-8 oampllllll Wld In pi.ce
llorh IUTlaf Dollar-.
Md c.-per equ8l9 foot.
($ SF) $4.50 ....
08 /12/99 12:3 8 TX/RX N0 .375 7 P.002 •
.,
715 SF CClrwOud If" WC* Ret1Cbfeed Concrwl9 Flume
S-=tlan c-c oampe.a mld In pllM:9
fairflw 9UIJI ol __________ ,Oolllw
~--------Cenblps~foot.
(I SF}
08/12/99 12:38
$4.50 p.lf[,ft
TX/RX N0.3757 P.002 •
08/12/99 13:32
ONTINUED:
ITEM ESTIMATED
NO. QTY.
10. 300
11.
!!'409 846 8252 KLING ENGR
UNIT
SF
SF
ENGINEER'S ESTIMATE
THE HERITAGE AT DARTMOUTH
DRAINAGE FLUME IMPROVEMENTS
ITEM AND UNrf PRICE
Fumillh and IMtall Rock Rubble eet In concreee
In~ pond--cornplM9 ..S In F*-
tar&..naf Dolar'a
and Cenbl pM' squmrw foal.
($ SF)
A.mi8h mid ,....... Rael. Rl.lbtllll (2' ..-..111r1p bafl tlld88
at FUne C-C) camp'8la mnd In~
fbr .. -.mot
and
($
Dolars
c.ma per 8qUafe fool
SF)
SUB-TOTAL:
15% CONTINGENCY:
TOTAL AMOUNT
UNIT COST
§_aa
$3.50
08/12/99 12:38 TX/RX N0 .3757
laJ 003
TOTAL ESTIMATED
COST
11.199.M
11.HIM
$27 381.IO
101.CM
$31~94
P.003 •
COLLEGE STATION
P. 0 . Box 9960
12-Mar-99
Mr. Emanuel H. Glockzin., Jr.
4500 Carter Creek Parkway, Ste. 10 l
Bryan, Texas 77802
RE: HERITAGEATDARTMOUTIIPROJECT
Dear Emanuel:
1101 Texa s Avenu e
Tet. 4 09 764 3500
C ol ~g e Station , TX 77842 ~
As requested, the City hereby confinns that there is capacity for the post-development runoff from the
Heritage at Dartmouth Project within the Ashford Square detention pond. Your Project, as defined in the
Ashford Square report, is Lot Two (2) and Three (3), Block One (1) of the DARTMOUTII ADDmON
SUBDIVISON. You are now authorized to utilize the Ashford Square detention pond and no permits,
approvals or certificates of occupancy from the City will be withheld for your Project on the basis of
insufficient detention pond capacity for your Project. Further requirements related to the detention pond
or downstream drainage improvements (Swoboda Property) are the responsibility of the developer of the
Ashford Square Project. The City will not request payment or performance from you. The City has
accepted the detention po•1d and drainage improvements as a public dedication and will maintain the
same at no cost to you.
Very truly yours,
CITY OF COLLEGE ST A TION
by:__.,<F--L..------"'=-
Name: ROBERT MOSEL , P.E.
Title: City Engineer
by: ~ 7.J-~ J ;.;Nam~ NICA J.B. MORGAN, P .E .
~ Title: Asst City Engineer
cc: David Scannardo, Ashford Square
Natalie Ruiz. Development Coordinator
file
Home of Texas A&M University
DEVELOPMENT PERMIT
PERMIT NO. 588-A
THE HERITAGE AT DARTMOUTH
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Lot 1, Block 1 of Dartmouth Addition
OWNER:
Emanuel H. Glockzin, Jr.
P.O. Box 3144
Bryan, Texas 77805
409-846-8878
DRAINAGE BASIN:
Bee Creek Segment II
TYPE OF DEVELOPMENT:
SITE ADDRESS:
Dartmouth Drive South
This permit is valid for site construction as shown on the approved plans.
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. The Owner and/or Contractor shall assure that all disturbed
area s 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.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
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 .
ereby grant this permit for development of an area outside the special flood hazard area. All
de elopment shall be in accordance with the plans and specifications submitted to and approved by the
Engineer in the development permit application for the above named project and all of the codes and
Ci of College Station that apply. --~--!1-\--+~-"-+----------
·~~1•»•~ Date ~ f-eJ
Date
Date
~1~~
DEVELOPMENT PERMIT
PERMIT NO. 588-A
THE HERITAGE AT DARTMOUTH
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Lot 1, Block 1 of Dartmouth Addition
OWNER:
Emanuel H. Glockzin, Jr.
P.O. Box 3144
Bryan, Texas 77805
409-846-8878
DRAINAGE BASIN:
Bee Creek Segment II
TYPE OF DEVELOPMENT:
SITE ADDRESS:
Dartmouth Drive South
This permit is valid for site construction as shown on the approved plans with the exception of the
area circled in red adjacent to the creek, which is not approved until construction plans for on-site
detention are approved.
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. 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.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
This permit, being temporary, is valid only within sixty (60) days of the date shown below, and is not
intended to allow the complete development of the site as proposed . Any work performed after the
expiration of this permit is not covered, and is considered unauthorized.
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 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
City Engineer in the development permit application for the above named project and all of the codes and
ordinances Ci!Y o ollege Station that apply.
Date Admini::::z= tive ~~ ?'/Yf> ;= Date
Contractor Date
DEVELOPMENT PERMIT
PERMIT NO . 588
THE HERITAGE AT DARTMOUTH
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Lot 1, Block 1 of Dartmouth Addition
OWNER:
Emanuel H. Glockzin, Jr.
P .O. Box 3144
Bryan, Texas 77805
409-846-8878
DRAINAGE BASIN:
Bee Creek Segment II
TYPE OF DEVELOPMENT:
SITE ADDRESS:
Dartmouth Drive South
This permit is valid for rough grading ONLY as shown on the grading plan.
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. 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.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
This permit, being temporary, is valid only within sixty (60) days of the date shown below, and is not
intended to allow the complete development of the site as proposed . Any work performed after the
expiration of this permit is not covered, and is considered unauthorized.
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 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
City Engineer in the development permit application for the above named project and all of the codes and
ordinances the Ci of liege Station that apply. Dare ~
Date
Contractor Date
't
071 021 98 09:21 fJ'409 784 3498 DEVELOPMENT SVCS ~ 03
.... --·· Figure Xll
Development Permit
Ctty of College Station, Texa~
Site Legal Description: __ L:'.::'..::'.o-=t~lc.......::B:=l~o:.::c:.:..k::........;:l~D~a~r=-tm=o:;;.;u~t""ho..:..__A"-!..:::d""d""i""t'"'i""o=n,__ _____ . ____ ..J-..
Site Owner: Emanuel H. Glockzin, Jr,.__ Address ~ P .o. Box 3144. Bryan, TX J.l.805
Telephone; 409-846-8878
Archit~ct/ .Address: 44.4~ Carter Creek Pa;t:k~w.-a_._y __
Engineer: Garrett Engineering Telephone No: Bryan, TX 77802
Contractor: Brazos Valley Construction, IncAddress : 4500 Carter _c:i;eek Pkwy. Ste 101
Telephone No: 409-846-8878 Bryan, TX 77802
Date Application Filed ; ----------
Application is hereby made for the following development specific waterway alterations:
The Heritage at Dartmouth, Ltd.
0 Application Fee
0 Signed Certifications
0 Drainage liild erosion control plan, with supporting Drainage Report two (2) copies each.
0 Site and Construction Plans, with supporting Drainage Report two (2) copies each..
CJ Other: -------~~--~--~~~-----~---~~~-~
· .... ACKNOWLEDGtvfENTS :
f, Emanuel H. Glockzin, Jr~· design engineer/owner. hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply
with che current requirements of the City of College Station, Texa.s 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 according to these documents and the requirements of Chapter I 3 of
~CityCodc . PropecyOwnen_ri ~ ~~
Heritage at Dartmouth, Ltd.
Heritage Interests, Inc., Gen. Ptr.
Emanuel H. Glockzin, Jr., Presilident
Brazos Valley Construction, Inc.
07/02/98 08:16 TX/RX N0.9310 P.003 •
----·-------------
'
071 02 1 98 09:21 U'409 784 3498 DEVELOPMENT SVCS ~004
Figure Xn Continued
CERTlFICATfONS: (for prnposed alterations within designated flood hazard areas _)
A 1. certify that any nonresidential structure on or proposed
to be on this site as part of this a\1plication 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 Ooor elevation of the lowest
floor. including any basement. of any residential structure, proposed as part ofthis application is
at or above the base flood elevation established in the latest f edeca.l Insurance Administration
Flood Hazard Study and maps., as amended _
Dat e
I, do certify that the proposed alterations do not raise the level
~ ... ' of the 100 year flood above elevation established in the latest Federal Imucance Administration
Flood f (azard Study_
Engineer Date
Cond itions or comments as part of approval --------------------
In accordance with Chapter l3 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 this permit for development. 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 _
07 /02/98 08:16 TX/RX N0.9310 P .00 4 •
NP DES
FORM
THIS FO RM REPLACES PREVIOUS FORM 3511Mi (M2) Form Approved . OUNo.204MGll
~ eqa!Na: l-31·M See Reverse for Instructions
&EPA United States Environmental Protection Agency
Washlng10n , cc 20460
Notice of Intent (NOi) for Stonn Water Dlechargn Al90Clated with Industrial
Activity Under 11 NPDES General PermH
SUbmlseion of this Notice of Intent conetltutea notice that the =antified In Section II of this form lntenda to be authorized by a NPDES permit Issued for
storm water discharges associated with Industrial ~n 'lhe Identified In Section Ill of this form. Becomln~ a permlttee oblgatn such discharger to c:ornpy wlU1 the tarma and conai1ion1 of Ull pennlt. NECESSARY INFORMATION MUST BE PROVIDED 0 THIS FORM .
I. Permit Selection ~ You muet Indicate the NPOES Storm Water general permit Under which you are applying for oowrage . Check one of thffe,
Basellne D Base li ne 0 MUll-Sect>r D Industrial Construction (Group Permit)
IL Facility Opera1Dr Information
Name : I E1MIMIA INI U 1E1 1 1 I GIL IO I C IKIZIIINI I I I I I I I I I I I I Phone: I 4 1 0 1 9 18 1 4 1 6 l 8 1 8 1 7 1 8 1
Addrea: 14 15 10 10 I 1C 1A 1R1 T 1E 1R ! 1C 1R1E1E 1K, 1P 1A 1R1K 1W1A1Y 1 11 10 I 1 1 l Status of [i] I I Owner/Operalo r:
Ci ty: IB 1R 1Y 1A 1N I I I I I I I I I I I I I I I I I I State: l.1l..!l ZIPCode: 171 7 18 101 2 1 ·1 I I I l
Ill . Facillty/Slte location Information
Name : I T1H 1E1 1H 1E 1R 1I 1T 1A 1G 1E 1 1A,T , ID IAIR ITI MI OIU I T I HI I
ls the facility located on 0 I I I I Ind.tin LS1ds? (Y or N)
Address : I I I I I ' I ' ' ' ' '
City : lc1 01L 1L1E1 G1E1 1S 1T1A 1T 1I 10 1N1 I State: l.1i.xJ ZIPCode:I I . I I I I I I I I I I I I I I I I
Latitude: l3 1ol31al31 sl Longitude: I 0 I ~ I 6 I l 1 Z I 5 I 6 I Quarter: L.i.J Section : LLJ Township : ] I I I I Range: I I I I I
IV. Site Activity Information
MS4 Operator Name: IC 11 ,T ,Y I ,o ,FI 1C 10 11 11 1E 1G 1E 1 ,S1T1A1T1I101N1 i T1E 1X1A1S 1 I I
Receiving Watel Body: I B IE IE I 1C 1R 1E 1E 1K 1 1T 1R 11 1B 1u 1T 1A 1R 1Y , I I I I I
If you are fling aa a co-perrnlttea , M~ll:laACtor euuai amita...011 Clll¥i
entef storm water general permit nurri:>er: I I Based on the instructions provided In Addendum H at the
Multi·Sector permit, are species ldantlftad In Addench.m H
SIC Of Designated I c 1 0 I 2nd: I I in proximity to the stonn water dacharges to be covered
Activity Code: Primary : I I I I I I.rider this permit, or the areas of BMP oonstruotlon to D control UlOff stQnn water discharges?
0 {Y orN)
Is the facility requ ired to submit monitomg data? (1 , 2, 3, or -4) Will construction (land disturbing actlvities) be conducted D If You Have Another Existing NPDES
I I
for stoon water controls? (Y or N)
Permit, Enter Permit Number: I I I I I I I I D Is applcant subject to and in compliane8 with a written
hi storic C1MServation aoreement? {Y or Nl
V . Additional lnionnatlon Reqlired for Construction Activities Only
Project Start Dat&: Completion Data: Is the Storm Water Pollution ~i on Plan GJ I o1 7l o, 61 91 s1 I 01 11 01 l I 9 1 9 1 Estimated Area to be l.7 I 1 I 8 I 9 I I In compliance with State and/or Local
Disturbed (in Acres): I sediment and erosion plans? {Y or N)
VI. Certitlcatlon: The certif.callon statement In Box 1 applies to aB. &A>llcantl.
The certification statement In Box 2 applles q to facmtles applying for the Mutt.Sector storm water general pem-i t. -
BOX1 DOX2
.AU. APPLICANTS: MULTI-SECTOR STORM WATER GENERAL PERMIT APPLICANTS ONLY:
I eartlfy under penalty of law that this I certify l.llder penalty of law that I have read and understand the Part l .B. ellglbllity requirement& for
docl.ment and all attachments were cow~ under the MulU-Sector storm water general permit , Including ttiose requirements relating to
~epared Lllder ~ direction or supervision lhe pro ectlon of gpeoles Identified In Addon<lum H.
aooordance wi · a system Cli5igned to
To the best of m~ knowledge, the discharges covered l.nda r th is permit, and construction of BMPs to assure that 11J8llfted personnel properly
gather and ~uam the lnfOrmalion control &Dnl wa run-off, are not li kely to and wiU not l lk&ly aaverserv attect anJ spec iu identified In
subrTiUed . Based on my lnqUiy of the Addendum Hof the t.1ulli-8ecror storm water gene=it or are otharwlse ell ble for cov&f'age due
person or pensons who manage the system , to pravtous authorization under the Endang8nd s a Act
or thOM persona directly reaponslble tor
To the best ot my knowledge, I further certify that such clsch~ and construction of BMPs to gathering Iha infonnalon, the Information
submitted Is, to the belt of my knowledge contro11torm water run-oft, Clo not have an affect on properties or eligible tor listing on the
and belief, true, aca.irate, and comple'ta. I National Register of Hlstor1C Places under the National Historic Preservation Act. or are otherwise
am aware that there are significant penalties &lglble for covorage due to a previous ag reement under the National Historic Preservation Act
for subniUlng false lnfarmatlOn, incluc:ing the
I inlerstand that continued coverage under the MIAtl-Sactor general permit Is continge nt upon =ty Of fine and imprisonment fOr
violations. mlintaining eiigibll ity as provided for in Part 1.6 .
-.
Print Name : I E , M , M , A , N , U , A , 1 , · G , 1 , 0 , C , K , Z , I , N , , , , ' . . ' I I i I I I Date : I O 1 7 I O 1 6 1 9 1 8 1 IFJonature~ p ~~ ~ //---.. .
/"
12 /07 /98 14 : 43 '5"4098468878
TH£ H£RITA6E AT DARTMOUTH, LTD.
P.O. BOX St44 BRYAN, TX 77805
409-a4s-aa1s
December 7, 1998
Mr. Bob Mosely
City Engineer
City of College Station
2613 Texas Ave. S.
College Station, TX 77840
RE: Ashford Square/Dartmouth Subdivision's drainage facilities and detention facilities
Dear Mr. Mosely:
It is my understanding from David W. Scarmardo that the City Engineer has approved
and accepted the .required drainage facilities and detention pond which has been placed upon the
Ashford Square property as well as on THE HERITAGE AT DARTMOUfH, LTD . property and
certain part of Swoboda property, all in accordance ~ith the specifications and instructions which
you gave them in order to get final approval on both properties as to detention pond and drainage
facilities . Attached hereto is a copy of the letter of completion.
As you know, a portion of the detention pond is on our property, being a 7 .89 acre tract,
knovm. as Lot 2. Block 1 of the Subdivision.
Subject to certain conditions! I am to participate in the payment of the cost of these
improvements which Mr. Scarmardo was to construct. However, I need some type of written
approval that these facilities will be sufficient for the City's requirements for me to build my
project on the 7.89 acres without having to construct or fulfill any additional requirements for
additional drainage and detention pond on my property.
I have submitted to the City for approval plans for a detention pond on my property, but
that was solely and alternative plan in the event Mr. Scarmardo did not obtain a final approval of
the existing drainage facility improvements and detention pond as was our agreement
I have drafted a letter agreement which I am attaching hereto for you and/or the
appropriate City official to execute which in essence, tells me that all drainage and detention
pond requirements of the City of College Station as to my tract of land have been satisfied with
the completion of Mr. Scarmardo's work per the attached letter and approved and completed to
the satisfaction of the City and that I may proceed with my project and obtain whatever permits
that I need to complete my project and that no certificate of occupancies shall be denied me
because of drainage facilities and/or a detention pond has not been completed.
!4100 2
12 /07 /98 14 :43
December 7, 1998
Page2
'6'4098468878
If you have any questions concerning this, then please don't hesitate to cal me _
Very truly yours,
THE HERITAGE AT DARTMOUTH , LTD .
a Texas Limited Partnership
by its General Partner:
HERITAGE INTERESTS, INC .
a Texas Corporation
By: ______________ _
Name: EMANUEL H. GLOCKZIN, JR .
Title: President
CC: Veronica J.B_ Morgan, P.E. -Assistant City Engineer
Shirely Volk -Development Coordinator
!4100;}
12 /07 /98 14 :43
1.2/04/98 18:38
'6'4098468878
fJ'409 288 3037
11m JmRl.TAGE AT DAR.TMOUTH, T.TD.
clo Bm;amct Glocbin
4500 Carter Cndc Pad;w&y, Ste. 101
Bryan, Te:gs 77802
Y-C-~ & S
I>er.z:mber 1. 1998
RB~ Asllfo.rd Squ3l'E/Dartmgulh .Addiricm Subdivisim1 ~tio11 of dctm•fon pond
and dnjna:e imp10vemc:ins far Asbfmd ~ snbdtvision Lots 2-7. Block -c·.
md. Lats 1-6. Block ·o•. aud the Da:rtmcnuh Addition's S\lbcllvisigo, u.s 2-3. Block 1.
'Ibe Chy of Co~ ~011 ~ app.mw.d. the aboVe described ~ lwpruvemems and deleDdoll pond
located cm. bolh of lhe above desl:n'lxxl pr.operti.s8 as wen u the 1.'!ownstream tmptvve:mems cnnT!fldnl therew:IZh cc
lbe Swoboda pioperty as bdng fJ1lly and fmally c:ompleu:d.
lben:fon. all @iixtagttan.cl dcccmio.n pond sequimnt.ms mr your cm. dmibed abmic, being 7 .89 acres,
and 1be project wbid!. ~ are ~g therean have ~ satisfied. In full and you sbail be gmma'l. all pcnMs
QllCCSlary to ccmiJme 3Dd complete yam-project thmcon which were bererofon: deDied YtU 'bennlse of Mr.
Scmmrdo'i failure to coz::Rld tbe dnUJ.agc &DO dm:mion puud problems.. Additionally flml catificaie5 uf
OOc:u.paDCY on all of your OOiJdings aad lnring 1DliIS wiII not be dmied by the City z,,ec:azur at~ er detenrinn
pond non-completion and non-appNwl-The dninage Uxlflloveailldli5 and dc:temian pond f3c:ilities 1bat arc ngw in
place aad. 9'1e ftmlly been oomp1eted md approwd by us are .mfficiat r.o Sll:S"W! Ibc ~ m» ddemiaa. paud
~ of 1he Cicy fur the ~ 7 .89 acn:s wbfob. :nas now been platted into Lots __ • Block _of the
------SubdM&ioo..
Very truly ycun,
CITY OF COUJSGE stATION
12/04/98 17:44 TX/RX N0.0786 P.002
~004
ll1002
•
0 2 1 19 1 99 14 :1 7 '0'409 7 64 349 6 DEVE LOP ME T SVCS
TR A SMISSIO N OK
TX/RX NO.
CO N EC TIO N TEL
CO N EC T IO N ID
STA RT TI ME
USAGE TIM E
PAGES
RESULT
*************************** *** ACTIVITY REPORT ***
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9p7643489
0 21 19 14 : 16
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FACSIMILE CO VER
SHEET
STATION
RVICES
CITY OF COLLEGE
DEVELOPMENT SE
1101 South Texas Aven
C ollege Station, Texas
Phone (409) 764-3570
ue , P.O. Box 996 0
77842
Fax (409) 764-3 496
ING COVER l'l.--
v
DATE: # PAGES INCLUD
If you did not receive a complete f ax, please ca ll our office immedia tely for a n ew transmitta l.
TO : ~~ ----'~~----'~-=-~~-------~
CO:MPANY: --------------
DEPARTMENT : -------------~q PHO NE: ---------FAX: ~
FROM: \[~CA
PHONE : FAX: ------------
REMARKS : D Urgent D For your review 0 Reply A SAP D Please Comment
. ~
-
0 2/18 /99 1 2 :45
DATE:
'5'409 2 68 JOJ7 Y-C-B & S
YOUNGKIN, CATLIN, BRYAN, STACY & DILLARD
February 18 , 1999
1716 Briarcrest Drive, Suite 206
Bryan, Texas 77802
409/260-7030
Fax No . 409/268-3037
TO: Veronica J .B . Morgan , P . .E .
COMPANY: City of College Station
Asst. City Engineer
.FAX NUMBER:(409) 764-3496
FROM: Lynette in Pat Stacy's office
RE : HERITAGE AT DARTMOUTH PROJECT.
OUR FILE AND/OR CASE NUMBER: 9387-18
NUMBER OF PAGES: 3 (Including this Page)
Please call immediately if you do not receive the total number of pages .
MESSAGE AND/OR COMMENTS:
OUR LETTER OF 2-18-99 WITH ENCLOSURE: PROPOSED COPY OF CITY'S LETI'ER TO MR .
GLOCKZIN.
NOTICE
Tins FACSIMILE MESSAGE IS A PRIVILEGED AND CONFIDENTIAL ATT ORNEY-CLIENT
COMMUNICATION AND IS TRANSMITTED FOR THE EXCLUSIVE INFORMATION AND USE OF THE
ADDRESSEE. PERSONS RESPONSIBLE FOR DELIVERING THIS COMMUNICATION TO THE
INTENDED RECIPIENT ARE ADMONISHED THAT TIUS COMMUNICATION MAY BE NOT BF.
COPIED OR DISSEMINATED EXCEPT AS DIRECTED BY THE ADDRESSEE.
IF YOU RECEIVE THIS COMMUNICATION lN ERROR, PJ.,E~SE NOTIFY US IMMEDIATELY BY
TELEPHONE AND MA.IL THE COMMUNICATION TO US AT OUR LEITERBEAD ADDRESS .
141001
02118 1 99
Bili Youngkin
Larry A. Carlin
12:45
Board c~11ifl ed f ;o111l y LOW
·r~x.;.,; lioQnJ Leg~! Spc~l.2.li:urio1i
'6'4 09 268 JOJ7 Y-C-B & S
Youngkin, Ca~ Bryan, Stacy & Dillard
11rrorneys at Law ·
P osr Office Box '16 29
BryJ.n , Texas 77805
GJ.lkria Village
1716 Brhu:crest Drive
Suite 206
@002
Travis . .B. B1yan , Ill
Board Certified Crimin:11 t:iw
Tcx.;i, B1¥J.rd L<.:~l'I Spc1..:i:.1ll ut.it.1J1
Pierce P. Stacy, III
February 18, 1999 Bryan, Texas "77802
Telephone: (409) 260-7030
· F:l.x : ( 409)268-3037
Ro:i rU Certified C'.n tTUUCt't.~~l nt..-,J t-:r.tulc L.:iw
Tex.'~ Bo;tr d l.ei;a! 5peci:iliwnon
jack W . Dillard"
•.,l~o M(.,nhti:r of Mls.!oi!'i :sipp l n:ir
Michele P. Es parza
lro.i<l Certified <.:rl mmal !.;I'''
Te-A..'<~ f1.nard LetrJl Specl.:i.li:co1tion
SENT BY FAX TRANSMISSION
(409) 764-3496
Veronica J. B . Morgan, P.E.
Asst . City Engineer
City of College Station
2613 Te,;as Avenue S .
College Stacion, Texas 77840
RE: HERITAGE AT DARTMOUTH PROJECT .
Dear V cronica:
I am attaching hereto a draft of the lener whlch Emanuel Glockzin would like for the Cicy to e;i:.ccute . in
connection with our detention pond mancr for the . Ashford Square and Heritage at Danm outh ProjectS .
If you . and Mr . Mos .ely can see fit co execuring ·this letter that will satisfy . us that Glockzin will not have
to put additional detenrion pond improvementS cir other drainage improvements on his Property to gee his Project
finally approved . If you are not able co sign this lecter. then please give me a call and let's see what we can do wirh
regard to changes. ·
We sincerely appreciate your help and assistance in this maner as w~ll as Mr. Mosely's . You cleared up
a lot of questions which Emanuel had as well as myself. ·
Thanking you, I am
PPS :lf
GF#9387-18
Enclosure
vcfy truly yours,
··:··=·· ·-····.-· .··· .. ···· .. · .. ·· ........ · .. ·.···.· .......... :: .. :.· .. : ... ::
From: Bob Mosley
To:
Date:
VMORGAN@CITY OF COLLEGE STATION .CITY HALL
3/3/99 1: 15PM
Subject: Re: status of fax
I have reviewed the letter and would suggest several revisions to the wording :
1) revise "insufficient detention pond or drainage improvements for your Project" to "insufficient
detention pond capacity for your Project".
2) revise "Further requirements for drainage improvements on the Property or adjoining properties
(Swoboda Property) will be performed and paid for by the owners of the Ashford Square Project backed
by Letter of Credit." to "Further requirements related to the detention pond or downstream drainage
improvements (Swoboda Property) are the responsibility of the developer of the Ashford Square project ."
I believe that the above wording should be restricted to the detention pond and downstream issues and
items related to payment and a letter of credit is of no consequence to this developer.
With the revisions listed and if you will confirm that the calculated detention conforms to the particular
lots listed, I will be happy to sign . Spelling of the name needs to be corrected .
>>> Veronica Morgan 03/03/99 10 :03AM >>>
bob,
i faxed you a copy of a fax and letter sent to me by pat stacy regarding the ashford square detention
pond . have you looked at that? are you willing to sign that letter as written? let me know .. .i need to close
my file on this and the attorney's are calling . thanks
v
02 1 18 1 99 12 :46 'U409 268 JOJ i Y-C -B & S
(PLEASE PUT ON THE CITY'S LETIERHEAD)
Mr. Emanuc!l H . Glockzin, Jr.
4500 Carter Creek Park."Way, Ste . 10 l
Bryan, Texas 77802
(DATE)
RE: HERITAGE AT DARTMOUTH PROJECT .
Dear Emanuel :
As requested, the Cicy hereby confirms thar there is capacity for the post-development runoff from the
Heritage at Dartmouth Project within the Ashford Square detention pond . Your Pr oject, as defined in the Ashford
Square report , is Lot Two (2) and Three (3), Block One (1) of the DARTMOUTH ADDITION SUBDIVISION.
You are now au th orized to utilize the Ashford Square detenc ion pond and no pennits or approval:; from the City will
be wichheld for your Project on the basis of insufficient detention pond or d rainage improvements for your Project.
Funbcr requirements for drainage improvements on the Property or adjoining properties (Swoboda Property) will
b e performed and paid for by the owners of the Ashford Square Project backed by a Lener of Credit. The City will
not request payment or performanc e:: from you. The Cicy has accepted the deremion pond and drainage
improvements as a public dedication and will maintain rh e same at no cost to you .
Very truly yours,
CITY OF COLLEGE STATION
by :
~-----~-~~-~----~ Name: ROBERT MOSELY
Tit.le: CiLy Engineer
by : ______________ -:-
Name: VERONICA J . B . MORGAN, P .E .
Title: Assist.ant City Engineer
l4J OOJ
' ~,~yru ~
,/ ~ -1:::7-
--FACSIMILE · CO VER ~
SHEET
CITY OF COLLEGE STATION
DEVELOPMENT SERVICES
1101 South Texas Avenue, P.O . Box 9960
College Station, Texas 77842
Phone (409) 764-3570 Fax (409) 764-3496
DATE: ~ . \ 1, ..qq #PAGES INCLUDING COVER 1-
If you did not receive a complete fax, please call our office immediately for a new transmittal.
TO: -~~~~~QLll~----------------
C O MP ANY: ---------------------
DEPART ME NT:
PHONE: -------FAX-: ----=§_.,.4~C0-1~0-f._...,3 ___ _
---------
PHONE: FAX: ---------
REMARKS : 0 Urgent 0 For your review 0 Reply ASAP 0 Please Comment
~ ~(J.) ( (j_ ~ ts C=>lt ~ ~
March 13 , 199 9
R odgers, Mill er & E lli so n
4444 Carter Creek Pkwy .
Brya n , Tx. 77802
Attention: C hu ck E lli so n
Dear C hu c k :
COLLEGE STATION
P. 0. Box 9960 1101 Texas Avenue
Tel: 40 9 764 3500
College Station , TX 77842
Accord in g to our records, no fina l in s pections have been ca ll ed in fo r th e Heritage at D artmo uth project.
Sincerely,
M e li ssa Rodgers
Senior Secretary
Home of Texas A&M University
File Note I
For Additional Documentation On This Project
Check In The "CONFIDENTIAL BINDER"
~~\\es @\)°"'~~-=\\:-sii
~ \\-\C\~<=\~
4103 Texas Avenue , Suite 212
Bryan , Texas 77802
TO
ATTENTION
WE TRANSMIT :
0 Under Separate Cover
,REnclosed
VIA :
OMail
,BMessenger
0 Federal Express
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NO.
KLING ENGINEERING AND SURVEYING
Consulting Engineers • Land Surveyors
Tel. (4 09) 846-6212
Fax (409) 846-8252
THE FOLLOWING :
0 Prints
DCopies
OOriginals
D Plat
0 Field Notes
~lans
D Report
0 Estimate
O Cut Sheets
DATE
PROJECT NO .
PROJECT NAME
REFERENC E
0 Computer Printout
OFile
0 Contract
0
DESCRIPTION
FOR :
Mour Review & Approval
0 Your Review & Comment
0 Your Review & Distribution
0 Your Review, Revision & Return
D Your Signature & Return
0 Your File and /or Use
O As Requested By :
0 Please Acknowledge Receipt of
Enclosures
0 Please Return Enclosures To Us
0 Copies Of This Letter Of Transmittal
Sent To :
L/ TlHG 174c_ Ct:'llV~ I? 4,.J I H.-< .. ,,,rte f>r~
I I
/
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t. t,L
A~~' t ,d'f -~()VJ\
n \~A' \J"'
'1 ..,. .,., \\()\ v '
\\J' ~ \ lQ \' \J
' \..)
If Enclosures Are Not As Noted ,
Please Notify Us At Once .
0 7 /2 6 /99 1 6 :00
Date:
To:
Firm:
Fax:
Re:
Sender:
'5'4 09 84 6 825 2 KLIN G ENGR ''' CO CS VOLK /MORG AN
KLING ENGINEERING & SURVEYING
Consulting Engineers • Land Surveyors
4103 Texas Avenue, Suite 212
Bryan, Texas 77802
Telephone 4091846-6212
Fax 4091846-8252
FAX TRANSMISSION COVER SHEET
July 26, 1999
Veronica Morgan, P.E., Assistant City Engineer
City of College Station -Development Services -Engineering
764-3496
Heritage Apartments@ Dartmouth -Response to redline comments
Fred Paine
YOU SHOULD RECEIVE 6 PAGE(S), INCLUDING THIS COVER SHEET. IF YOU
DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (409) 846-6212
Dear Veronica,
The accompanying memo addresses your 7 /22/99 redline comments for the abovementioned
project . Included are copies of hydraulic computation for sizing the flumes to handle a 50 \ear )
event. We will submit construction details by tomorrow. ~
Thank you .
~00 1
'I/
I
# n, ,_,.,, I,~
!. ' .I ... . .' -• ·,
07 /26 /99 16 :02 '5'409 846 8252 KLING E NGR
KLI NG E NGR
... _,_. COCS V O ~K_/M ORG AN-'---=141006
0 7/14 /99 13:26 '5'409 846 8252 ......... COCS VOLK /MORG AN ~ 002
KLING ENGINEERING & SURVEYING
Consulting Engineers • Land Surveyors
4103 Tau A-.enue, Suite lll
BrJan, Teua 77801
I.]. Kl.iog, P,E., R.P.L.S.
S.M . .K.llDg, R.P.L.S.
MEMO :
TO: Mr. Emmanuel Glockzin
FROM : FredP~
Telepbooe 409/846-6212
Fax 409/846-1251
RE : The Heritage at Dartmouth Apartments -Drainage Flumes
Post OITJCe Box 4234
Bryan, Teus 77805
After a review of the grading plan prepared by Garre ~cerin&t ly...l988, and subse uent
review of the associated drainage report we offer th o owing co nts : · "'"'-
'·
1. As a minllnum, drainage conveyanc . c~ties should b~ designed for ~e 10 year storm .
event. l: ~~ ""'-c9,__,~-~%J -!k-.. -Ju~ t;:~J'?
10 year peak runoff rates were d nruned m the drainage report to be 28.4 s for /
drainage area I and 35 .2 As for dr · a e 2.
2.
v--· /'---
3. For flume section F-F, indicated on the grading plan, to convey the 10 year ~off
rate the following is needed : a) minimum bottom width of 4', b) minimum depth from top
of curb to flowline of flume to be 12", c) longitudinal s~c:f 1.1% from first .curb break
to end curb break. ~ f\'~v i J Q Wl~&V"Cj :::v-~
4. The outfall flume from F-F to the creek channel would need to have the following
characteristics : a) rectangular channel with minimum bottom wipt}:pf 4', b) minimum
. . depth of9", c) longitudinal slope of 4% , V"> ~'cr\Jce: e,&Q.e;J:~NJ ?G' ~
. "C'i ~vTli alternative to 3 and 4 above using three separate flumes, one at each curb break. was ~\ ~. G ev uated. Each flume would need to be constructed to the following : a) minimum 4'
\SS'~ bo om width, b) minimum depth of7", c) longitudinal slope of 1%
rainage area 2 flume needs the following characteristics: a) minimum 51 bottom width,
b) minimum depth of7", c) longitudinal slope of 4%
We have field verified elevations of u-built pavement, curbing, and creek/ dete · oqd s. All
required slopes are attainable. We recommend all concrete dr~· ~b constru ed wit
3000 psi PCC with #4 ban at 12 11 OCEW. All flu ut,_falls in the channe or pond are'ii will
have to be protected with concrete aprons either: oured o~ ·sting rubble or formed and poure .
If we can be of any further assistance please \ w'11 ~ &J~ ~
cc : Veronica Morian. P .E .
att:6
./Jt)e_c-())'.~
c· ~~~i~~~~--
0 7 /26 /99 1 6 :0 1 '5'4 09 8 4 6 8252 KLI NG ENGR ~~~ COCS VOLK /MORG AN
KLING ENGINEERING & SURVEYING
Consulting Engineers • Land Surveyors
4103 Texu Avenue, Suite 212
Bryan, Texas 77802
Post Otrice Box 4234
Bryan , Texas 77805
B.J. Klina, P.E., R .P.L.S.
S.M. Kling, K.P.L.S.
Telephone 409/846-6212
Fax 409/846.8252
MEMO :
TO: Veronica Morgan, P .E.
City of College Station
Asst . City Engineer
FROM: Fred Pai.n~
RE: The Heritage at Dartmouth Apartments -Drainage Flumes -Response to redline
comment
att :. 3
Comment 1/ Drainage area 1 flumes: sized for 50 year event with peak flow of36.69 cfs . V a) Bottom width of section F-F would need to be increased to 5' minimum .
~d trJ b). ~ottom width of outfall flume from F-F would need to be increased to 5 1
• (JY ~ nurumum .
~~. lliainage area 2 flume : sized for 50 year event with peak flow of 45 .42 cfs .
~)Bottom width of flume would need to be increased to 6' minimum .
o~ .
Comment 5. Conceded ; not allowed V' ~
Comments Misc.
•Construction drawings/details for flumes to be provided . V-
• Protection of overtopping flume walls to be considered . V
• Velocity protection to be achieved by concreted in place rubble at flume
outfall into channel/pond areas. v
• Splash wall to be provided at end of flume for DA-2 within pond . ~
• Flow capacity of the existing drives has not been anal yzed by Kling
Engineering & Surveying . /
~00 2
07 /26 /99 16 :01 '5'409 846 8252 KLI NG ENGR ~~~ COCS VOLK /IORG A
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Depth
Bottom Width
Results
Discharge
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is supercritical.
SECTION F·F REVISED (50 YR event)
Worksheet for Rectangular Channel
e:\projects\glokzin-dartmouth\flumes.fm2
FLUME SECTION F-F (DA-1) 50 YR SIZE
Rectangular Channel
Manning's Formula
Discharge
0.013
0.011000 ft/ft
10.25 in
5.00 ft
37.89 cfs
4.27 ft2
6.71 ft
5.00 ft
1.21 ft
0.003913 ft/ft
8.87 ft/s
1.22 ft
2.08 ft
1.69
07126/99
03:24:25 PM Ha•tad Methode, Inc . 37 Brookside Road Waterbury, CT 0670S (203) 755-1666
~003
FlowMa&ter v5.12
Page 1 of 1
07 /2 6 /99 1 6 :02 '5'4 09 846 8252 KLIN G ENGR ~~~ COCS VOLK /MORGA
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Depth
Bottom Width
Results
Discharge
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Is supercritical.
SECTION B-B -OUTFALL FOR F-F (50 yr)
Worksheet for Rectangular Channel
e:\projects\glokzin-dartmouth\flume&.fm2
FLUME SECTION 2 (OA-1) 50 YR SIZE
Rectangular Channel
Manning's Formula
Discharge
0.013
0.039600 ft/ft
0.56 ft
5.00 ft
37.81 cfs
2 .80 ft2
6.12 ft
5 .00 ft
1.21 ft
0.003912 ft/ft
13 .51 ft/s
2 .83 ft
3.39 ft
3.18
0712619fJ
03:29 :15 PM Haeetad Methode, lno. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
l4J 00 4
FlowMatw VS .12
Pega 1of1
07 1 26 /9 9 16 :0 2 'B'4 09 846 8252 KLIN G E GR ''' COCS VOLK /MO RGAN
Project Description
Project File
Worksheet
Flow Element
MethOd
Solve For
Input Data
Manning• Coefficient
Chamel Slope
Depth
Bottom Width
Results
Discharge
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is supercrltict1I.
SECTION B-B-OUTFALL FOR DA-2 (50 yr)
Worksheet for Rectangular Channel
e :\projects\glokzin-dartmouth\flumes .fm2
FLUME SECTION 3 (DA-2) 50 YR SIZE
Rectangular ChaMel
Maming's Formula
Discharge
0 .013
0.040000 ft/ft
0.56 ft
6.00 ft
46.56 chi
3.36 ftl
7.12 ft
6.00 ft
1.23 ft
0.00363-4 ft/ft
13.86 ft/a
2 .i8 ft
3.54 ft
3.26
07126199
03:31:32 PM HH•l.lld Methods, Inc. 37 8rooolde Roed Wateroury, CT 00709 (203) 755-1666
[!tJ OOS
Fl~atar \15.12
P•g• 1of1
4103 Texas Avenue , Suite 212
Bry an, Texas 77802
TO
ATTENTION
WE TRANSMIT :
0 Under Separate Cover
~closed
VIA :
O Ma il
faMessenger
0 Federal Express
0 Express Mail
0 Spec ial Courier
0 Picked Up By Your Office
NO.
~ Pa.flnAL
KLING ENGINEER ING AND SURVEYING
Con sulting Engineers • Land Surveyo rs
Tel. (40 9) 846 -6212
Fax (409) 846-8 252
DATE 0
REFERENC E
THE FOLLOW ING :
0 Prints
D Copies
D Originals
O Plat
0 Field Notes
~Pl ans
O Report
0 Estimate
O Cut Sheets
0 Computer Printout
O File
O Contract
0
DESCRIPT ION
r;nAn,.,tl'. D JU! g fu_;M/Zf />~, .<.
FOR :
P.O. Box 4234
Bryan, Texas 77805
faour Rev iew & Approval
0 Your Review & Comment
0 Your Rev iew & Distribut ion
0 Your Rev iew, Rev ision & Re t urn
0 Your Signature & Return
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0 As Requested By:
0 Please Acknowledge Receip t of
Enclosu res
0 Please Return Enclosures To Us
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Sent To :
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, I I I If Enclosures Are Not As Noted ,
Please Notify Us At Once .