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Home My WebLink About52 Holleman Village Ph. 2 00-6 1801 Holleman Dr W"' ,. ' FACSIMILE COVER SHEET CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764-3570 I Fax (979) 764-3496 ,,-. ()(p cf) Date: / ~-11 -00 # of pages including cover: ? If yoa did not receive a complete fax, please call oar office immediately for a new transmif!a!. TO:~~-=---=-~---FAX: t11/-Q/63 COMPANY: ___________________ _ RE: ~ VJ1Jaqe 1 FROM: ___ T~am_m__....y_M~a~c_ik ___ _ PHONE: (979) 764-3570 COMPANY: ______ C_i......,.ty_o_f_C_o_ll __ eg,.....e_S_ta_t_io_n _______ _ REMARKS: D Urgent JFor your review D Replay ASAP D FYI 12 /18 /00 14 : 58 • '0'979 764 3496 DEVELOPMENT SVCS TRANSMISSION OK TX/RX NO. CONNECTION TEL CONNECTION ID START THIE USAGE TIME PAGES RES ULT *************************** *** ACTIVITY REPORT *** *************************** 5677 9p7740153 12 /18 14:54 03 '47 8 OK ~001 MAY . 1 S '00 CS U N ) 07 : 47 V{A LLAC E GR OUP . 2 547728 69 1 08 1 08100 10:18 '2'409 784 3,98 DEVELOPMENT SVCS <§-w fot\ 1111• '•• •'tllJN DEVELOPMENT PERMIT PBRM1T NO. 500006 DP·HOLLDMAN VILLAOB PH 2 PO'R. AREAS THE SPECIAL FLOOD HAZARD AREA RB: CHAPTER. 13 OF 1liE COLLEGE .STATION CITY CODE SITE LEOAL DESCRIPTION: DATE OF ISSUE: May S, 2000 OWNER: JONES, EDSEL G 310 UNIVERSITY DRE COLLBOE STATION, TX 77840 SITE ADDRESS: 1801 HOLLBMANDRW DRA.rNAGE BASIN: Bee Creek Tributary B V ALm FOR 12 MONTHS CONTRACTOR: TVPK OF DEVELOPMENT: PULL PBVBLOPMliNT PnR.MIT SPECIAL CONDmONS: AU construction must be in oomplla11co with the appro'1ed oonetruction plans . PA GE . 2/2 raioo2 The Contractor shall take alt nece111ary .Ptecauti011J to prevent silt and debris from lea.vins the inmtediatc const:ruction site in acoardance with the 11pproved erosion control plan u well u the City of Colle;e Stalion Drafnqe Policy llI1d Design Criteria . The Owner and/ur Contractor 11ball assure that a.ll di11tur\)od 811'as arc: soddcu and o~tablishmcnL of vegetation occun prior tn removal of 11.ny silt fencing or bay bales used for temporary IT'OAion control. Th" Owner and/or Contractor •hall nlso insure that any diitlW'bod ve1ewlion be returned to itl analnal condftlon, placemi:nt and state. The: Owner and/or ContnK:tor shall be reYponaible for 11.ny da.mage to adjacent properties, city 1trecta or inrraatrucwrc due lu bcovy maahinery and/or equipment "' well es erosion, siltation or sedimentation re11Jltins ftom the permhted wort. Any trees required to be protect.cd by ordinance or ns p&Ut of the lancllc:ape plan mmt be complelely fonced before any operations of this permit can begin . Jn accordance with Cht\pter 13 o!the Code of Ordinances of the City of College Station, measures shall be taken to Insure: that debris from conetructian, erosion, and sedimont.aiion 11holl not be depositad in city streets, or existing drAinagc f11eilities . I heroby grant this permit for developmsnl of on area the sp1eial flood hazard IU'Ca. All development 11hall be Jn accordance with the plllllS Rnd 111peciftcatiom 11ubmitted to and approved by the City Engineer in the development permit application £or the above n elf project and 111 ortbe codes and ordinan~ of' the City of' College Station tbt.t ap~ly. ~S/oo 1 Dote Doto ------ ~~ COLllGl ~TATION DEVELOPMENT PERMIT PERMIT NO . 500006 DP-HOLLEMAN VILLAGE PH 2 FOR AREAS THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: DATE OF ISSUE: May 5, 2000 OWNER: JONES, EDSEL G 310 UNIVERSITY DRE COLLEGE ST A TION, TX 77840 SITE ADDRESS: 1801 HOLLEMAN DR W DRAINAGE BASIN: Bee Creek Tributary B VALID FOR 12 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT SPECIAL CONDITIONS: All construction must be in compliance with the approved construction 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 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 . 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 strciets , or existing drainage facilities. I hereby grant this permit for development of an area 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 of the City of College Station that apply . Date Owner/ Agent/Contractor Date FACSIMILE COVER SHEET CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979)764-3570 I Fax (979)764-3496 Date: May 8, 2000 # of pages including cover:--=2'---_ If you did not receive a complete fax, please call our office immediately for a new transmittal. TO: ___ _,,.J'""""ed~W ___ a~l_ke ___ r ___ _ FAX: 254-776-2924 --~~--"-----'-'--"-~-- COMPANY: ________ Th~e~W~al~la~c~e......,g,__ro~u-p'---------- RE: _____ H~o_ll~e_m_a_n~V_il_la__..,g,,,_e_2_-_D_ev_e_lo_,,p,__m_e_n_t_P_e_rm~it _____ _ FROM: __ B_r_id.....,g,__e_tte_G_eo_r.....,g __ e __ _ PHONE: (979)764-3570 COMPANY: ______ C_1~·ty_of_C_o_l_le_g~e_St_a_ti_o_n _______ _ REMARKS: D Urgent D For your review ~ Replay ASAP D FYI Please sign the following DP and fax back to 979-764-3496 Thank you, Bridgette SITE PLAN APPLICATION FOR OFFICE USE ONLY CASE NO. C'Q -2-() DATE SUBMIITED I · 2.L1 ·CO MINIMUM SUBMITI'AL REQUIREMENTS /site plan application completed in full . 7 $100.00 Application Fee. -?, $100.00 Development Permit Application Fee. L $300.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public / waterline, sewerline, sidewalk. street or drainage facilities is involved.) v Ten (10) folded copies of site plan. LA copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. NAME OF PROJECT ADDRESS APPLICATION DATA /-IO LL6M A A./ DR..tV€ LEGAL DESCRIPTION Lor 3 . BLocK. If, HoLL£MAA/ VtLLA6fi A DD. 5Gc . T/A.Jo > APPLICANT (Primary Contact for the Project): ~-~·; __ ;'"'!.~-.::L-~.B Name f!tt.tJr9e £". (Jed )--1Wa./k~, Jr . -The tUa/la~~ 6rou,p) lac . ....-,,_;.-Street Address 8 2 2 .S Lt.fl Tr a. I ca I"!:.. Dr. City ---'-vv_tt""---GO ________ _ State Ti ZipCode 1iR71Z E-MailAddress Jwa.lk-u€wa.!/tlc.e-grovp.Gorr . PhoneNumber (ZS4) 77z-9z7z. FaxNumber ___ (_25_4)~?~2&_-_Z~9~Z_4~------ PROPER1Y OWNER'S INFORMATION: Name €dse.f 6. )ooe.5 StreetAddress 310 tloiv~rs/fy Dr. £ City College Sfa...b'dn E-Mail Address State Ti Zip Code 17! 40 ----------- Phone Number (1o'l) h 93-IS 30 - ARCIIlTECT OR ENGINEER'S INFORMATION: Name /ht Wa /(ace. LJrtJup 1 he..,. (see tt bove.) Street Address City ------------ State Zip Code _____ E-Mail Address ----------- Phone Number Fax Number ------------------------- OTIIER CONT ACTS (Please specify type of contact, i .e . project manager, potential buyer, local contact, etc.) Name _ FE /(e.a.Jfyi LLG ~/o Eai r f/e.ld Res1d<af1a//nc . II#. D~vid Vtkigh f Street Address Z [) 4-S' N . fl IA) V 3ho 5fe. ZSCJ · City 6ra(1d Prai rt'-6 I State 7$. Zip ~e 7" 00 S E-Mail Address ----------- Phone Number (8 I 7) w 4--0 -II 8 ~ Fax Number _:.G~s :....::17.....:.):....::C,=-4-0~_-...L1..::r.4-"-L.7....1..l/-_______ _ SITE PLAN APPLICATION I ofJ ---. CURRENT ZONING R-5 \ ~.....t....1'--~~----- P RES ENT USE OF PROPER1Y V~lMf I ~ xc.eof CUC.~$5 dr/Vl. lo Dov6k free.. Coado -> I 5 PROPOSED USE OF PROPER1Y a.Darlmtofs I V ARIANCE(S) REQUESTED AND REASON(S) # OF PARKING SPACES REQUIRED Z :3 4 ~MULTI-FAMILY RESIDENTIAL Total Acreage 4 . 40 B Floodplain Acreage 0 Housing Units 18 _Q_ # of 1 Bedroom Units 3~ # of 2 Bedroom Units i,4 # of3 Bedroom Units I 8 # of 4 Bedroom Units FOR 2 BEDROOM UNITS ONLY __ #Bedrooms~ 132 sq. ft . __ # Bedrooms < 132 sq. ft . ODl1 e.... # OF PARKING SPACES PROVIDED 'Z.~'O 0 COMMERCIAL Total Acreage Building Square Feet __ _ Floodplain Acreage ___ _ The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. Date '2 of3 ,_-0 1 1~2 1 0 0 SAT 1 7 :53 FAX 5128336811 WALLACE GROUP AUSTIN ~~~ WALLACE GROUP rai 003 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION ;-~?:· :fPplication is hereby made for the following development specific waterway alterations: ACKNOWLEDGMENTS; J. ~G #f. Jdul.:...r , ._4,., . design engineer/owner, hereby acknowledge or affirm that The information and conclusions contained in the above plans and supporting documents comply with the current requirements or the City of College Station, Texas City Code. Chapter 13 and its Lwx:iated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the impl'OYCIDCDts proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) Contractor CERTIFICATIONS: (for proposed alterations within designated :flood hazard areas.) A. I, ccrti.fy that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B . I. &~~' e. iJ.tL . ,,,4... . certify that the finished floor elevation of the lowest floor, including any basement, of any ~dential structure, proposed as part of this application is at or above the base flood elevation establishe.d in the ,;::-~f;~Jatest Fede Insurance Administration Flood Ha7.ard Study and maps. as amended. ~.:::::·-! / '=:-E_;;> ;-. • zlA..Joo Date C . I. '4~< p. IJ.li...... ,,k.. , certify that the alterations or development covered by this permit shall not diminish the tlood-<:anying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of flood ways and of flood way fringes. 6-£~~· Date D . L 4"'!"fjl! E. A.i.aJJ;c.r=J ..,),,.., . do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. 4 I, qi;;.L ~ LLJ,...ioa Engmeer 7f" Date Conditions or comments as part of approval:---------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station. measures shall be taken to insure that debri 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. SITE PLAN APPLICATI ON SITEAPP.DOC OJ/lS/99 3 of3 MAY . 1 0 '00 (T U E ) 08 : 29 WALLACE GROUP 254772869 1 PAGE . 1/3 ,,, 1ne Wallace Group, Inc . !;;n'iJlliee!s •Architects 1 Planner~ •Surveyors FAX COVER SHE.ET DATE: 5-10-00 susJEcr:__.b ........ lli_\ ....... l t ........ m ...... ll.d\ ........... ~U-il ..... ...a.;:l~~-· _.4--'------------- ro:--=Co-=-.. l.......-le.=+"-~e--S±a..zb __ '-"--\--=---DQ--t------------ ATTENr10N: OelJra. 6 rate #OF PAGES f1"YJi n . / ':l L[Cit _ 1Nc1.uo1Na ...-; FAX NLJMBER: __ .__.r__,;-1__.:.r___.:_t_ Ii _y<-..::~:::__'1_'__;-:1'----". -1__,'t' ____ covEP. SHEEi:_~ _____ _ REMARKS' {1',,f l.tPAmatz. fUJ, ~fN./l FROM: P. 0. Box 22007 -Waco, Texas 76702 8225 Central Park Drive, Suite iOO -Waco . Texas 76712 (254) 77:2-9:272 -(800 ) 336-1683 -Fax (254 ) 776-2924 The Informa tion conta ined in this facsimi le is privileged and confident ial . It Is Intended ONLY for the use of the Individua l or entity named above . If you have rece ived th is tra n sm iss ion In error, notif y Tha Wa ll ace Group by telephone (collect) and retL1rn the transmiss ion to the above address . MAY . 10 '00 (TUE) 08 : 29 WALLAC E GROUP 25 4772869 1 PAG E . 2/3 . ') -{ I FAIRFIELD RESIDENTIAL EDSEL-JONES TRACT CIVIL SITEWORK ENGINEER'S OPINION OF PROCIABLE COST October 20, 1999 Item Descrl~tion Un it Quan tit~ Unit Price Amount 1.00 General Conditions 1 .01 Moblllzatlon L.S. $ 20 ,000.00 $ 20,000 .00 1 .02 Trench Safety Plan EACH 1 $ 2,500.00 $ 2,500 .0 0 1 .03 Trench Safety Implementation L.F. 1,270 $ 1.00 $ 1,270 .00 1 .04 Stormwater Pollutron Prevention L.S $ 5 000.00 $ 5,000 .00 Subtotal General Conditions $ 28,770 .00 2.00 Paving/Earthwork 2.01 Clearing and Grubbing ACRE 4 .5 $ 3,000 .00 $ 13,500.00 2.02 Unclassified Excavation C . Y. 9 ,800 $ 2 .50 $ 24,500 .00 2 .03 Select Fill C. Y. 1,500 $ 9 .50 $ 14,250 .00 2.04 1 O" Crushed Limestone Base S.Y. 6,676 $ 8.30 $ 55,402 .60 2 .05 B'' Crushed Limestone Base S.Y. 2,225 $ 6 .90 $ 15.352 .50 2.06 1-1/2" H .M.A.C . Pavement S.Y. 8,900 $ 3 .25 $ 28,925 .00 2 .07 Concrete Curb and Gutter L.F . 3 ,640 $ 7 .00 $ 25 ,480 .00 2.08 Concrete Valley Gutter S.F . 2,000 $ 4 .00 $ 8 ,000 .00 Subtotal Paving/Earthwork $ 185,410.00 3 .00 Drainage Improvements 3.01 18'' R.C .P . (Class Ill) L.F. 305 $ 35 .00 $ 10 ,675 .00 3 .02 24" R.C.P . (Class 111) L.F. 252 $ 42 .00 $ 10 ,584 .00 3.03 36" R.C .P . (Class Ill) L.F. 120 $ 62.00 $ 7,440 .00 3.04 48" R.C.P. (Class Ill) L.F . 300 $ 75 .0 0 $ 22,500 .00 3.05 1 O' Curb Inlet EACH 5 $ 1,800.00 $ 9,000 .00 3.06 1 O' Spec ial Curb Inlet EACH $ 2,000 .00 $ 2 ,000 .00 3.07 Grate In let EACH $ 1,500 .00 $ 1,500 .00 3.08 S .E.T. for 36" R.C .P . EACH $ 1,000.00 $ 1,000 .00 3 .09 S .E.T. for 48 " R.C .P . EACH 4 $ 1,200 .00 $ 4.800 .00 3 .10 Concrete Rlprap for Spillway S.F . 600 $. 10.00 $ 6 ,000 .00 Subtotal Drainage Improvements $ 75,499.00 MAY. 1 0 '00 (TUE) 08 : 30 WALLACE GROUP 254 77 2 8691 PAG E. 3/3 4.00 Water Improvements 4 .01 16"x8" Tapping Sleeve arid Valve EACH $ 1,900.00 $ 1,900.00 4 .02 8''x8'' Tapping Sleeve and Valve EACH $ 1,400.00 $ 1.400 .00 4 .03 8"x4" Tee EACH 4 $ 200.00 $ 800 .00 4.04 4''x3" Tee EACH 4 $ 150.00 $ 600 .00 4.05 3" 90° Bend EACH 4 $ 150.00 $ 600 .00 4 .06 3" Meter and Vault EACH 4 $ 3 ,200 .00 $ 12,800.00 4.07 3" Domestic Water Lines L.F. 100 $ 9 .00 $ 900 .00 4 .08 4" Fire Line L.F . 175 $ 12.00 $ 2,100.00 4.09 8" Water Main L.F . 1, 119 $ 18,00 $ 20,142.00 4 .10 8" 45° Send EACH 1 $ 450.00 $ 450 .00 4 .11 Pavement Repair L.F. 50 $ 20.00 $ 1,000.00 Subtotal Water Improvements $ 42,692.00 5.00 Wastewater Improvements 5.01 10'' PVC L.F . 310 $ 25.00 $ 7,760 .00 5.02 8"PVC L.F . 700 $ 22 .00 $ 15 ,400.00 5.03 6" PVC L.F . 360 $• 20 .00 $ 7,200 .00 4.04 4 ' Diameter Manhole EACH 10 $ 1,500 :00 $ 15,000 .00 4.05 Plug Exterior Sanitary Sewer EACH 2 $ 250.00 $ 500.00 Subtotal Wastewater Improvements $ 45,850.00 TOTAL CIVIL SITE COST+ $ 378,221.00 ... Note: This estimate does not Include sidewalks, landscaping, gas service improvements, electrical sltework . cable TV. or underground telephone service. DRAINAGE REPORT HOLLEMAN VILLAGE, PHASE II COLLEGE STATION, TEXAS DEVELOPER: FAIRFIELD RESIDENTIAL, INC. 2045 NORTH HIGHWAY 360 SUITE 250 GRAND PRAIRIE, TEXAS 75050 (817) 640-1182 FAX (817) 640-9474 January 2000 ENGINEER: THE WALLACE GROUP, INC. 8225 CENTRAL PARK DRIVE, SUITE 100 P. 0. BOX 22007 WACO, TEXAS 76702 (254) 772-9272 FAX (254) 776-2924 Type .... Design Sto r ms Page 2 .01 Name .... college File .... C:\HAESTAD \PPKW \RAINFALL\CSSTORMS .RNQ T i tle .. . JOB TITLE NOT SPEC I FIED Press Units & Storm button (main menu screen ) to enter tit le . DESIGN STORMS SUMMARY Design Storm File .ID = CSSTORMS .RNQ college Storm Tag Name =Dev .SO Data Type. File . ID = Storm Frequency Total Rainfall Depth= Duration Multiplier= Resulting Duration Resulting Start Time= Synthetic Storm SO yr 9 .8000 in 1 24.0000 hrs .0000 hrs Step = Storm Tag Name De s cription : 1 = DevlOO SCSTYPES .RNF Type!! 24hr .1000 hrs End= 24 .0000 hrs Data Type , File , ID = Storm Frequency Synthetic Storm SCSTYPES .RNF Type!! 24hr 100 yr 11 . 0000 in 1 24.0000 hrs Total Rainfall Depth= Duration Multiplier = Resulting Duration Re s ulting Start Time= .0000 hrs Step= .1000 hrs End= 24 .0000 hrs Storm Tag Name = Dev.25 Data Type , File. ID = Storm Freq uency Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= Synthetic Storm 2S yr 8 .8000 in 1 24 .0000 hrs .0000 hrs Step= Storm Tag Name = Dev.10 Data Type , File , ID = Storm Frequency Total Rainfall Depth= Duration Multiplier= Resulting Duration Res ultin g Start Time= Synthetic Storm 10 yr 7.4000 in 1 24 .0000 hrs .0000 hrs Step= S/N: 121301C06A83 The Wallace Group SCSTYPES.RNF Type!! 24hr .1000 hrs End= 24 .0000 hrs SCSTYPES.RNF Type!! 24h r .1000 hrs End= 24 .0000 hr s PondPack Ver : 7 .0 (323 ) Compute Time : 14 :1S :16 Date : 01 -23-2000 Type .... Design Storms Name .... college File .... C:\HAESTAD\PPKW\RAINFALL\CSSTORMS .RNQ Tit le .. . JOB TITLE NOT SPECIFIED Press Un its & Storm button (main menu screen) to enter title . DESIGN STORMS SUMMARY Design Storm File .ID= CSSTORMS .RNQ college Storm Tag Name = Dev .. 5 Page 2 .02 Data Type , File, ID = Storm Frequency Synthetic Storm S yr SCSTYPES.RNF TypeII 24hr Total Rainfall Depth= Duration Multiplier= Resulting Duration Resulting Start Time= 6.2000 in 1 24 .0000 hrs .0000 hrs Step= Storm Tag Name = Dev .. 2 Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= Synthetic Storm 2 yr 4.5000 in 1 24.0000 hrs .0000 hrs Step= S/N: 121301C06A83 The Wallace Group .1000 hrs End= 24.0000 hrs SCSTYPES .RNF TypeII 24hr .1000 hrs End= 24 .0000 hrs PondPack Ver: 7 .0 (323) Compute Time: 14 :15 :1 6 Date : 01-23-2000 ... r .... A out tall Type .... SCS Unit Hyd . Summary Name .... PREDEVELOPED Tag: Pre .. 2 File .... C:\HAESTAD \PPKW\SAMPLE\PREDEVELOPED.PPW Storm ... TypeII 24hr Tag: Pre .. 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Page 4 .03 Event : 2 yr Duration 24.0000 hrs Rain Depth= 4.5000 in Rain Dir C:\HAESTAD\PPKW \RAINFALL\ Rain File -ID = SCSTYPES.RNF -TypeII 24hr Unit Hyd Type Default Curvilinear HYG Dir C:\HAESTAD\PPKW\SAMPLE \ HYG File -ID EXISTING .HYG -PREDEVELOPED Pre .. 2 Tc .3000 hrs Drainage Area 14 .420 acres Runoff CN= 82 ============================================ Computational Time Increment .04000 hrs Computed Peak Time 12.0800 hrs Computed Peak Flow 42 .89 cf s Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 12 .0500 hrs Peak Flow, Interpolated Output 42.27 cfs ============================================ DRAINAGE AREA ID :None Selected CN 82 Area 14 .420 acres S 2.1951 in 0.2S .4390 in Cumulative Runoff 2.6361 in 3.168 ac -ft HYG Volume ... 3 .168 ac-ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration , Tc Computational Iner. Tm Unit Hyd . Shape Factor K = 483.43/645 .333 , K = Receding/Rising , Tr /Tp Unit peak, qp Unit peak time Tp = Unit receding limb, Tr Total unit time , Tb S/N: 121301C06A83 The Wallace Group .30000 hrs (ID: None Selected) .04000 hrs = 0.20000 Tp 483 .432 (37.46% under rising limb) .7491 (also , K = 2/(l +(Tr/Tp)) 1 .6698 (solved from K = .7491) 54 .46 cfs .20000 hrs .80000 hrs 1. 00000 hrs PondPack Ver : 7.0 (323) Compute Time: 07 :28 :49 Date: 01 -24-2000 Type .... SCS Unit Hyd. Summary Name .... PREDEVELOPED Tag : Pre .. S File .... C:\HAESTAD\PPKW \SAMPLE \PREDEVELOPED .PPW Storm ... TypeII 24hr Tag : Pre .. 5 SCS UNIT HYDROGRAPH METHOD STORM EVENT : 5 year storm Page 4 .06 Event : 5 yr Duration 24 .0000 hrs Rain Depth = 6 .2000 in Rain Dir = C:\HAESTAD\PPKW\RAINFALL\ Rain File -ID SCSTYPES .RNF -TypeII 24hr Unit Hyd Type Default Curvi l inear HYG Dir = C:\HAESTAD \PPKW\SAMPLE \ HYG File -ID EXISTING .HYG -PREDEVELOPED Pre .. S Tc .3000 hrs Drainage Area 14.420 acres Runoff CN= 82 ============================================ Computational Time Increment .04000 hrs Computed Peak Time 12 .0800 hrs Computed Peak Flow = 67.05 cfs Time Increment for HYG File .0500 hrs Peak Time , Interpolated Output = 12 .0500 hrs Peak Flow , Interpolated Output 66.45 cfs ============================================ DRAINAGE AREA ID : None Selected CN 82 Area 14 .420 acres s = 2 .1951 in 0 .2S = .4390 i n Cumulative Runoff 4 .1715 in 5.013 ac-ft HYG Volume ... 5 .013 ac-ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration , Tc = Computational Iner , Tm Unit Hyd . Shape Factor K = 483.43 /645 .333 , K = Receding/Rising, Tr /Tp = Unit peak , qp = Unit peak time Tp Unit receding limb , Tr= Total unit time. Tb S/N: 121301C06A83 The Wallace Gr oup .30000 hrs (ID: None Selected ) .04000 hrs = 0 .20000 Tp 483.432 (37.46 % under rising l i mb ) .7491 (also , K = 2 /(l +(Tr /Tp )) 1 .6698 (solved from K = .7491 ) 54 .46 cfs .20000 hrs .80000 hrs 1.00000 hrs PondPac k Ver : 7 .0 (323 ) Compute Time : 07 :28 :4 9 Date : 01 -2 4-2000 Type .... SCS Unit Hyd . Summary Name .... PREDE VELOPED Tag : Pre.1 0 File .... C:\H AESTAD\P PKW\SAMP LE\PREDE VEL OPED .PP W Storm ... Type II 24hr Tag : Pre .10 SCS UNIT HYDROGRAPH METH OD STO RM EVENT: 10 year st o rm Duration = 24 .0000 h rs Rain Depth = Rain Dir C:\HAEST AD \PPKW\R AINFALL\ Rain Fi l e -ID = SCSTYPES .RNF -Ty pe II 24 hr Unit Hyd Type Default Curvilinear HYG Dir C:\HAES TA D\PPKW \SAMPLE\ Page 4 .09 Event : 10 yr 7.40 0 0 in HYG File -ID EXISTIN G. HYG -PRE DEVELO PED Pre .10 Tc .3000 hrs Drainage Area = 14.420 acres Runoff CN= 82 ============================================ Computati o nal Ti me Incre ment .04000 h rs Com puted Peak Time 12.08 00 hrs Computed Peak Fl ow 84 .24 cfs Time Increment f o r HYG File .0500 hrs Peak Time, Interp o lated Output 12.0500 hrs Peak Flo w, Interpolated Output 83 .69 cf s ============================================ DRAIN AGE AREA ID : None Selected CN 82 Area 14.420 acres s 2 .1951 in 0.2S .4390 in Cumulati v e Runoff 5.2921 in 6.359 ac-f t HY G Volu me ... 6 .359 ac-f t (area under HYG curve) ***** UNIT HYDR OGR APH PA RAMETERS ***** Ti me Concentration , Tc Com putati on al Ine r , Tm= Unit Hyd. Shape Factor K = 483 .43 /645 .333 , K = Receding /Rising , Tr/Tp Un it peak, qp Unit peak time Tp Unit receding l imb , Tr Total unit time, Tb S I N: 121301C06A83 The Wallace Group .30000 h rs (I D: None Selected) .0400 0 h r s = 0 .20000 Tp 483.432 (37 .46% under r ising limb) .7491 (also , K = 2/(l+(Tr /Tp)) 1.6698 (solved f r om K = .7491) 54.46 cfs .2000 0 hrs .80000 hrs 1 .000 0 0 hrs PondPack Ver : 7.0 (323) Compute Time : 07 :28 :49 Date : 01 -24-2000 Type .... SCS Unit Hyd . Summary Name .... PREDEVELOPED Tag : Pre.25 File .... C:\HAESTAD\PPKW \SAMPLE \PREDEVELOPED.PPW Storm ... TypeII 24hr Tag: Pre .25 SCS UNIT HYDROGRAPH METHOD STORM EVENT : 25 year storm Duration = 24 .0000 hrs Rain Depth = Rain Dir C:\HAESTAD \PPKW \RAINFALL \ Rain File -ID SCSTYPES.RNF -TypeII 24hr Un it Hyd Type Default Curvilinear HYG Di r C:\HAESTAD \PPKW\SAMPLE \ Page 4 .13 Event : 25 yr 8.8000 in HYG File -ID EXISTING .HYG -PREDEVELOPED Pre .2 5 Tc .3000 hrs Drainage Area = 14 .420 acres Runoff CN = 82 ============================================ Computational Time Increment .04000 hrs Computed Peak Time 12 .0800 hrs Computed Peak Flow = 10 4.29 cf s Time Increment for HYG File .0500 hrs Peak Time , Interpolated Output 12 .0500 hrs Peak Flow , Interpolated Output 103.82 cf s ============================================ DRAINAGE AREA ID :None Selected CN 82 Area 14 .420 acres S 2.1951 in 0 .2S .4390 i n Cumulative Runoff 6.6223 in 7 .958 ac-ft HYG Volume ... 7 .958 ac-ft (area under HYG curve ) ***** UNIT HYDROGRAPH PARAME TERS ***** Time Concentration , Tc = Computational Iner , Tm Unit Hyd . Shape Factor = K = 483 .43 /645 .333 , K = Receding/Rising , Tr/Tp = Unit peak , qp Unit peak time Tp = Unit receding limb , Tr Total un i t time , Tb = S/N: 121301C06A83 The Wallace Group .30000 hrs (ID : None Selected ) .04000 hr s = 0 .20000 Tp 483 .432 (37 .46 % under rising limb) .7491 (also , K = 2/(l +(Tr /Tp)) 1.6698 (solved from K = .7491 ) 54.46 cfs .20000 hrs .80000 hrs 1.00000 hrs PondPack Ver : 7.0 (323) Compute Time : 07:28 :49 Date : 01 -2 4-2000 Type .... SCS Un it Hy d . Summary Name .... PREDEVELOPE D Tag : Pre .SO File .... C:\HA ESTAD\PPKW\SAM PLE\PREDE VELOPED .PPW Storm ... Type!! 24hr Tag : Pre.SO SCS UNIT HYDROGR APH MET HO D STORM EVENT: SO year st o rm Page 4.17 Event: SO yr Du ration 24.000 0 hrs Rain Dept h = 9.8000 in Rain Dir C:\HAEST AD\PPKW \RAINFA LL \ Rain File -ID = SCSTYPES.RNF -Type!! 24hr Unit Hyd Type Default Curvilinear HYG Dir = C:\HAEST AD \PPKW \SAMPLE\ HY G File -ID = EXISTING.HYG -PREDEVELO PED Pre .SO Tc .3000 hrs Drainage Ar ea 14 .420 acres Runo ff CN= 82 ============================================ Computational Ti me Incre ment .040 00 hrs Com puted Peak Time 12.08 0 0 h rs Co mputed Peak Fl ow 118.5 7 cfs Ti me Increment for HYG File .OSOO hrs Peak Time , Interp o late d Ou tput = 12 .0500 h rs Peak Fl ow, Inter polated Ou tput = 118 .16 cf s ============================================ DRAINAGE AREA ID : None Selected CN 82 Ar ea 14 .42 0 acres s 2 .1951 in 0 .2S .4390 in Cum u lative Runoff 7.5828 in 9.112 ac-ft HYG Volume ... 9 .112 ac-ft (area under HYG curve) ***** UN I T HYDR OGRAPH PARAMETERS ***** Time Co nce ntrati o n , Tc = Computati o nal Iner , Tm Unit Hyd . Shape Factor K = 483 .43/645 .333, K = Receding/Risi ng , Tr /Tp = Un it peak , qp Un it peak time Tp = Un it receding lim b , Tr Total uni t time , Tb S/N: 121301C06 A83 The Wallace Group .300 00 hrs (ID: None Selected) .040 00 hrs = 0 .20000 Tp 483 .432 (37 .46% under rising limb) .749 1 (also . K = 2/(l +(Tr/Tp)) 1 .6698 (solved from K = .7491) 54 .46 cfs .200 00 hrs .80000 hrs 1 .0000 0 hrs PondPack Ver : 7 .0 (323) Compute Time : 07 :28 :49 Date : 01-2 4-2000 Type .... SCS Unit Hyd . Summary Name .... PREDEVELOPED Tag : PrelOO File .... C:\HAESTAD \PPKW\SAMPLE\PREDEVELOPED .PPW Storm ... TypeII 24hr Tag : PrelOO SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Page 4 .21 Event : 100 yr Duration 24.0000 hrs Rain Depth = 11.0000 in Rain Dir C:\HAESTAD \PPKW \RAINFALL\ Rain File -ID SCSTYPES.RNF -TypeII 24hr Unit Hyd Type Default Curvilinear HYG Dir C:\HAESTAD \PPKW \SAMPLE\ HYG File -ID EXISTING .HYG -PREDEVELOPED PrelOO Tc . 3000 hrs Drainage Area = 14.420 acres Runoff CN= 82 ============================================ Computational Time Increment .04000 hrs Computed Peak Time 12 .0800 hrs Computed Peak Flow 135 .65 cfs Time Increment for HYG File .0500 hrs Peak Time, Interpolated Output = 12 .0500 hrs Peak Flow , Interpolated Output = 135 .32 cfs ============================================ DRAINAGE AREA ID :None Selected CN 82 Area = s 0 .2S 14 .420 acres 2.1951 in .4390 in Cumulative Runoff 8.7436 in 10 .507 ac-ft HYG Volume ... 10.507 ac-ft (area under HYG curve ) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Iner , Tm= Unit Hyd . Shape Factor K = 483.43/645.333 , K = Receding/Rising, Tr/Tp Unit peak , qp Unit pea k time Tp Unit receding li mb , Tr Total unit time , Tb S/N: 121301C06A83 The Wallace Gr oup .30000 hrs (ID: None Selected) .04000 hrs = 0 .20000 Tp 483 .432 (37 .46% under rising limb) .7491 (also, K = 2/(l+(Tr /Tp)) 1 .6698 (solved from K = .7491) 54.46 cfs .2 0000 hrs .80000 hr s 1 .00000 hrs PondPack Ver : 7 .0 (3 23 ) Compute Time : 07 :28 :4 9 Date : 01 -2 4-2000 ~ . . • ·•1o ~ " ··::::··· pond3 OUT ETJ out ) Type .... Tc Cales Page 4 .01 Name .... DEVELOPED File .... C:\HAEST AD\PPKW\SAMPLE\DEVELO PED.PPW ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIME OF CONCENTRATION CALCUL ATOR ........................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Segme nt #1: Tc : Le ngth & Vel . Hydraulic Length Avg . Velocity 400. 00 ft 6.00 ft/sec Segme nt #2: Tc : TR-55 Shallow Hydra u lic Length 350 .00 ft Slope .003300 ft/ft Paved Avg .Ve l ocity 1.17 ft/sec Segment #3: Tc : SCS Lag Hydra u lic Length 200 .00 ft Runoff CN 87 Slope .OOSOOO ft/ft Avg.Ve l ocity .34 ft/ sec S/N: 121301C06A83 The Wallace Group Segme nt #1 Time: .018S hrs Segment #2 Time : .0833 hrs Segment #3 Time : .1630 hrs ========================= Total Tc: .2648 hrs ========================= PondPack Ver : 7.0 (323) Compute Time: 18 :14 :28 Date : 01 -22 -2000 Type .... Tc Cales Page 4.02 Name .... DEVELOPED File .... C:\HAESTAD\PPKW\SAMPLE\DEVELOPED.PPW Tc Equations used ... ----SCS Lag =========================================================== Tc= 0.000877 * (Lf**0.8) * ((1000 /CN) -9)**0.7) * (Sf**-0.5) Where : Tc Lf n Sf Time of concentration, hrs Flow length , ft Mannings n Slope , ft/ft SCS TR-55 Shallow Concentrated Flow=============================== Unpaved surface : V = 16 .1345 * (Sf**0 .5) Paved surface: V 20 .3282 * (Sf**0.5) Tc (Lf I V) I (3600sec/hr) Where: V Sf Tc Lf Velocity , ft/sec Slope, ft/ft Time of concentration , hrs Flow length , ft User Defined Length & Velocity ==================================== Tc = (Lf I V) I (3600sec/hr) Where: Tc Time of concentration , hrs Lf = Flow length , ft V =Velocity , ft/sec S/N : 121301C06A83 The Wallace Group PondPack Ver : 7 .0 (323) Compute Time : 18:14 :28 Date: 01-22-2000 Type .... Runoff CN-Area Name .... DEVELOPED File .... C:\HAESTAD\PPKW\SAMPLE\DEVELOPED .PPW Title ... e RUNOFF CURVE NUMBER DATA e Soil/Surface Description e x ist multi-family edsel-jones site COMPOSITE AREA & WEIGHTED CN ---> CN 87 91 S/N: 121301C06A83 The Wallace Group Area acres --------- 9 .590 4 .410 14 .000 Page 5 .01 Impervious Adjustment Adjusted %C %UC CN ---------------- 87.00 91. 00 88 .26 (88 ) PondPack Ver : 7 .0 (323 ) Compute Time : 18 :14 :28 Date : 01-22 -2000 Type .... Vol : Elev-Volume Name . . . . POND3 File .... C:\HAESTAD\PPKW\SAMPLE \10994TRIAL2 .PPW USER DEFINED VOLUME RATING TABLE Elevation (ft) 313 . 00 314.00 315 .00 316 .00 317 .00 318 .00 319.00 320 .00 S/N: 121301C06A83 The Wallace Group Vol ume (ac -ft) .000 .04 0 .130 .280 .480 .710 .990 1. 310 PondPack Ver : 7 .0 (323 ) Compute Time: 14 :15 :16 Pa g e 10 .01 Date : 01 -23 -2 000 Type .... Composite Rating Curve Name .... OUTLET3 - File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIAL2.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Elev. Q ft cf s 313 . 00 313.50 314.00 314.50 315 .00 315.50 316 .00 316.50 317 .00 317 .50 318.00 318.50 319.00 319 .50 320.00 .00 .44 2.50 6.90 14 .14 24.71 38.22 55 .60 74 .40 77 . 32 125.00 13 5 . 00 143.00 150.00 158.00 --------Converge ------------------------- TW Elev Error ft +/-ft Contributing Structures Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall vn vn vn vn vn vn vn vn vn vn vn vn vn vn vn S/N: 121301C06A83 The Wallace Group Page 11.04 PondPack Ver : 7 .0 (32 3 ) Compute Time: 14:15 :16 Date : 01 -23-2000 Type .... Executive Summary (N od es) Name .... Watershed File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIAL2.PPW Storm ... Type!! 24hr Tag: Dev .. 2 NETWORK SUMMARY --NODES Page 1.01 Event: 2 yr (Trun .= HYG Truncation: Blank=None ; L=Left ; R=Rt ; LR=Left & Rt) DEFAULT Design Storm File.ID = CSSTORMS .RNQ college St o rm Tag Name = Dev .. 2 Data Type. File. ID = Storm Frequency Synthetic Storm 2 yr SCSTYPES .RNF Type!! 24hr 4.5000 in 1 Total Rainfall Depth= Duration Multiplier= Resulting Duration Resulting Start Time= 24 .0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Node ID Type ac-ft Trun . hrs ------------------------------------ DEVELOPED AREA 3. 728 12.0500 Outfall OUT3 JCT 3 . 728 12.1000 PO ND3 IN POND 3 . 728 12.0500 POND3 OUT POND 3 . 728 12 .1000 S/N : 121301C06A83 The Wallace Group PondPack Ver: 7 .0 (323) Compute Time: 14 :15:16 Qpeak cf s -------- 51.74 47.52 51 .74 47 .52 Max WSEL ft 316 .27 Date : 01-23-2000 Type .... Execu tive Summary (Nodes) Name .... Watershed File .... C:\H AESTAD\PPKW \SAM PLE\10994TRIAL2 .PPW Storm ... TypeII 24hr Tag : Dev .. 5 NETWORK SUMM ARY --NODES Page 1.05 Event: 5 yr (Trun.= HYG Truncation : Blank=None ~ L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File.ID = CSSTORMS.RNQ college Storm Tag Name = Dev .. 5 Data Type, File. ID = Storm Frequency Synthetic Storm 5 yr SCSTYPES.RNF TypeII 24hr 6.2000 in 1 Total Rainfall Depth= Duration Multiplier= Resulting Duration Resulting Start Time= 24.0000 hrs .0000 hrs Step= .100 0 hrs End= 24.00 00 hrs HYG Vol Qpeak Node ID Type ac-ft Trun . hrs ------------------------------------ DEVELOPED AREA 5. 621 12 .0500 Outfall OUT3 JCT 5. 621 12 .1000 POND 3 IN POND 5.621 12.0500 POND3 OUT POND 5 .621 12.1000 S/N : 121301C06A83 The Wallace Group PondPack Ver : 7.0 (323) Compute Time: 14:15 :16 Qpeak cf s -------- 76.47 70.93 76.47 70.93 Max WSEL ft 316.91 Date: 01-23-2000 Type .... Ex ecutive Summary (Nodes ) Name .... Watershed File .... C:\HAESTAD\PPKW\SAMPLE \10994TRIAL2.PPW Storm ... TypeII 24hr Tag: Dev.10 NETWORK SUMMARY --NODES Page 1.07 Event : 10 yr (Trun.= HYG Truncation: Blank=None ~ L=Left ; R=Rt ; LR=Left & Rt ) DEFAULT Design Storm File .ID = CSSTORMS .RNQ college Storm Tag Name = Dev .10 Data Type , File , ID = Storm Frequency Synthetic Storm 10 yr SCSTYPES .RNF TypeII 24hr 7.4000 in 1 Total Rainfall Depth = Duration Multiplier= Result i ng Duration Result i ng Start Time= 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpea k Node ID Type ac-ft Trun . hrs ------------------------------------ DEVELOPED AREA 6.979 12 .0SOO Outfall OUT3 JCT 6 .979 12 .1000 POND3 IN POND 6 .979 12.0SOO POND3 OUT POND 6.979 12 .1000 S/N: 121301C06A83 The Wallace Group PondPack Ver : 7.0 (323 ) Compute Time : 14 :1S :16 Qpeak cf s -------- 93 .81 78.S8 93 .81 78 .S8 Ma x WSEL ft 317.Sl Date : 01 -23-2000 Type .... Ex ecutive Summary (Nodes) Name .... Watershed File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIA12 .PPW Storm ... TypeII 24hr Tag: Dev.25 NETWORK SUMMARY --NODES Page 1.09 Event: 25 yr (Trun .= HYG Truncation: Blank=None ;· L=Left ; R=Rt; LR=Left & Rt) DEFAULT Design Storm File.ID= CSSTORMS.RNQ college Storm Tag Name = Dev.25 Data Type , File, ID = Storm Frequency Synthetic Storm 25 yr SCSTYPES.RNF TypeII 24hr 8.8000 in 1 Total Rainfall Depth= Duration Multiplier= Resulting Duration Resulting Start Time= 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Node ID Type ac-ft Trun. hrs ------------------------------------ DEVELOPED AREA 8.576 12.0500 Outfall OUT3 JCT 8.576 12 .1000 POND3 IN POND 8 .576 12.0500 POND3 OUT POND 8.576 12 .1000 S/N : 121301C06A83 The Wallace Group PondPack Ver: 7.0 (323) Compute Time : 07 :25 :55 Qpeak cf s -------- 113. 92 109.03 113. 92 109.03 Max WSEL ft 317.83 Date : 01 -24-2000 Type .... Executive Summary (Nodes) Name .... Watershed File .... C:\H AESTAD\PPKW\SAMPLE \10994 TRIAL 2 .PPW Storm ... TypeII 24hr Tag : Dev.SO NETWORK SUMMARY --NODES Page 1.11 Event : SO yr (Trun .= HYG Truncation: Blank=None: L=Left ; R=Rt ; LR=Left & Rt) DEFAULT Design Storm File.ID= CSSTORMS .RNQ college Storm Tag Name = Dev .SO Data Type , File, ID = Storm Frequency Synthetic Storm SO yr SCSTYPES.RNF TypeII 24hr 9.8000 in 1 Total Rainfall Depth= Duration Multiplier = Resulting Duration Resulting Start Time= 24.000 0 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Node ID Type ac-ft Trun. hrs --------------------------- --------- DEVELOPED AREA 9 . 722 12 .0SOO Outfall OUT3 JCT 9. 722 12.0SOO POND3 IN POND 9 . 722 12 .0SOO POND3 OUT POND 9 . 722 12.0SOO S/N: 121301C06A83 The Wallace Group PondPack Ver : 7.0 (323) Compute Time: 07:2S :SS Qpeak cf s -------- 128 .22 124.38 128.22 124.38 Ma x WSEL ft 317.99 Date : 01-24-2000 Type .... Executive Summary (Nodes) Name .... Watershed File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIAL2.PPW Storm ... TypeII 24hr Tag: DevlOO NETWORK SUMMARY --NODES Page 1.13 Event : 100 yr (Trun.= HYG Truncation : Blank=None;-L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File.ID= CSSTORMS.RNQ college Storm Tag Name Description: 1 = DevlOO Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier= Resulting Duration = Resulting Start Time= Synthetic Storm SCSTYPES .RNF TypeII 24hr 100 yr 11.0000 in 1 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Node ID Type ac-ft Trun. hrs ------------------------------------ DEVELOPED AREA 11 .102 12.0500 Outfall OUT3 JCT 11 .102 12 .1000 POND3 IN POND 11.102 12 .0500 POND3 OUT POND 11.102 12 .1000 S/N : 121301C06A83 The Wallace Group PondPack Ver : 7.0 (323) Compute Time : 14 :15 :16 Qpeak cf s -------- 145.30 132. 63 145 .30 132. 63 Max WSEL ft 318 .38 Date : 01 -23-2000 Type .... Pond Routing Summary Name .... POND3 OUT Tag : Dev .. 2 File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIAL2 .PPW Storm ... Type I I 24hr Tag : Dev .. 2 LEVEL POOL ROUTING SUMMARY HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data = Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Outflow Starting Infiltr. C:\HAESTAD\PPKW \SAMPLE\ ULTIMATE.HYG POND3 ULTIMATE .HYG -POND3 POND3 POND3 OUTLET3 313 . 00 .000 .00 .00 ft ac-ft cfs cfs Starting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW /OUTFLOW HYDROGRAPH SUMMARY IN Dev .. 2 OUT Dev .. 2 ===================================================== Peak Inflow Peak Outflow Peak Elevation Peak Storage = 51 .74 cfs 47.52 cfs 316.27 ft .333 ac-ft at at 12.0500 hrs 12.1000 hrs ===================================================== MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN Infiltration HYG Vol OUT Retained Vol Unrouted Vol .000 3 . 728 .000 3 . 728 .000 -.000 ac-ft (.000% of Inflow Volume ) S/N: 121301C06A83 The Wallace Group Page 12 .43 Event : 2 yr PondPack Ver: 7 .0 (323) Compute Time : 14 :15 :16 Date : 01 -23 -2000 Type .... Pond Routing Summary Name .... POND3 OUT Tag : Dev .. 5 File .... C :\HAESTAD\PPKW\SAMPLE\10994TRI~L2.PPW Storm ... TypeII 24hr Tag: Dev .. 5 LEVEL POOL ROUTING SUMMARY HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting ws Elev Starting Volume Starting Out flow Starting Infiltr . C:\HAESTAD\PPKW\SAMPLE\ ULTIMATE.HYG POND3 ULTIMATE .HYG -POND3 POND3 POND3 OUTLET3 313. 00 .000 = .00 .00 ft ac-ft cf s cfs Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY IN Dev .. 5 OUT Dev .. 5 ===================================================== Peak Inflow Peak Outflow Peak Elevation Peak Storage = 76.47 cfs 70.93 cfs 316 .91 ft .462 ac-ft at at 12.0500 hrs 12.1000 hrs ===================================================== MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN Infiltration HYG Vol OUT = Retained Vol = Unrouted Vol .000 5.621 .000 5 .621 .000 .000 ac-ft (.000% of Inflow Volume) S/N: 121301C06A83 The Wallace Group Page 12 .48 Event: 5 yr PondPack Ver: 7 .0 (323) Compute Time : 14 :15:16 Date : 01-23-2000 Type .... Pond Routing Summary Name .... POND3 OUT Tag : Dev.10 File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIAL2.PPW Storm ... Type!! 24hr Tag : Dev.10 LEVEL POOL ROUTING SUMMARY HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration C:\HAESTAD\PPKW\SAMPLE \ ULTIMATE .HYG POND3 ULTIMATE .HYG -POND3 POND3 POND3 = OUTLET3 INITIAL CONDITIONS Starting ws Elev 313. 00 ft Starting Volume .000 ac-ft Starting Out flow .00 cfs Starting Infiltr . .00 cf s Starting Total Qout= .00 cfs Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY IN Dev.10 OUT Dev .10 ===================================================== Peak Inflow Peak Out flow Peak Elevation Peak Storage = = 93 .81 cfs 78.58 cfs 317.51 ft .598 ac-ft at at 12.0500 hrs 12.1000 hrs ===================================================== MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN Infiltration = HYG Vol OUT Retained Vol Unrouted Vol = .000 6.979 .000 6 .979 .000 -.000 ac-ft (.000% of Inflow Volume) S/N: 121301C06A83 The Wallace Group Page 12.53 Event : 10 yr PondPack Ver: 7.0 (323) Compute Time : 14:15 :16 Date: 01 -23-2000 + + Type .... Pond Routing Summary Name .... POND3 OUT Tag : Dev .25 File .... C :\HAESTAD\PPKW\SAMPLE\10994TRI~L2.PPW Storm ... TypeII 24hr Tag: Dev .25 LEVEL POOL ROUTING SUMMARY HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration C:\HAESTAD\PPKW\SAMPLE\ ULTIMATE.HYG POND3 ULTIMATE .HYG -POND3 = POND3 POND3 OUTL ET3 INITIAL CONDITIONS Starting ws Elev 313. 00 ft Starting Volume .000 ac-ft Starting Outflow .00 cf s Starting Infiltr. .00 cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY IN Dev.25 OUT Dev .25 ===================================================== Peak Inflow Peak Out flow Peak Elevation Peak Storage = 113. 92 cfs 109.03 cfs 317.83 ft .671 ac-ft at at 12.0500 hrs 12 .1000 hrs ===================================================== MASS BALANCE (ac-ft) Initial Vol = .000 HYG Vol IN 8.576 Infiltration = .000 HYG Vol OUT = 8 .576 Retained Vol = .000 ---------- Un routed Vol = -.000 ac-ft (.000% of Inflow Volume) S/N: 121301C06A83 The Wallace Group Page 12 .58 Event: 25 yr PondPack Ver : 7 .0 (323) Compute Time : 14 :15 :16 Date : 01 -23-2000 Type .... Pond Routing Summary Name .... POND3 OUT Tag: Dev.SO File .... C:\HAESTAD\PPKW\SAMPLE\10994TRIAL2.PPW Storm ... TypeII 24hr Tag : Dev .SO LEVEL POOL ROUTING SUMMARY HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration C:\HAESTAD\PPKW\SAMPLE\ ULTIMATE.HYG POND3 = ULTIMATE.HYG -POND3 POND3 POND3 OUTLET3 INITIAL CONDITIONS Starting ws Elev 313. 00 ft Starting Volume .000 ac-ft Starting Outflow .00 cf s Starting Infiltr. .00 cf s Starting Total Qout= .00 cf s Time Increment = .osoo hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY IN Dev.SO OUT Dev .SO ===================================================== Peak Inflow Peak Outflow Peak Elevation Peak Storage = = 128.22 cfs 124.38 cfs 317.99 ft .708 ac-ft at at 12.0SOO hrs 12.0SOO hrs ===================================================== MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN Infiltration HYG Vol OUT Retained Vol = Unrouted Vol .000 9. 722 .000 9. 722 .000 -.000 ac-ft (.000% of Inflow Volume) S/N : 121301C06A83 The Wallace Group Page 12.63 Event : SO yr PondPack Ver : 7 .0 (323) Compute Time : 14:1S :16 Date : 01-23-2000 Type .... Pond Routing Summary Name .... POND3 OUT Tag: DevlOO File .... C :\HAESTAD\PPKW\SAMPLE\10994TRI~L2.PPW Storm ... TypeII 24hr Tag: DevlOO LEVEL POOL ROUTING SUMMARY HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration C:\HAESTAD\PPKW\SAMPLE\ ULTIMATE.HYG POND3 ULTIMATE.HYG -POND3 = POND3 POND3 OUTLET3 INITIAL CONDITIONS Starting ws Elev = 313. 00 ft Starting Volume .000 ac-ft Starting Out flow = .00 cfs Starting Infiltr. .00 cf s Starting Total Qout= .00 cf s Time Increment .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY IN DevlOO OUT DevlOO ===================================================== Peak Inflow Peak Outflow Peak Elevation Peak Storage = 145 .30 cfs 132.63 cfs 318.38 ft .817 ac-ft at at 12 .0500 hrs 12.1000 hrs ===================================================== MASS BALANCE (ac-ft) + Initial Vol + HYG Vol IN Infiltration = HYG Vol OUT Retained Vol Unrouted Vol .000 11 . 102 .000 11 .102 .000 .000 ac-ft (.000% of Inflow Volume) S/N: 121301C06A83 The Wallace Group Page 12.68 Event : 100 yr PondPack Ver: 7.0 (323) Compute Time: 14 :15 :16 Date : 01-23-2000