The URL can be used to link to this page

Home My WebLink About15 - Design Report - Mendenhall Mixed-Use - Water, Sewer FINAL UTILITY DESIGN REPORT M ENDENHALL MIXED USE PROJECT - BOZEMAN, MONTANA NTj MR •�V No 41 G8 P, .SSj�NAI-F� CTA Architects/Engineers 411 E. Main Street, Suite 101 Bozeman, Montana 59715 Phone: 406-556-7100 Fax: 406-585-3031 June 2015 Copyright 2014 wA MENDENHALL MIXED USE PROJECT BuZnMAN,M0mzANA FINAL UTILITY DESIGN REr0m? TABLE OF CONTENTS VICINITYMAP............................................................................................................................................................2 INTRODUCTION....................................................................................... .................................................................S WATER.........................................................................................................................................................................3 SEWER..........................................................................................................................................................................4 SUMMARY................................................................................................ __ ...... .................................................5 Appendices APPENDIX A—Fire Flow APPENDD{ B —}nnmDNR Values APPENDIX C—Sewer Calculations Page MENDENHALL MIXED USE PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT VICINITY MAP Rasrrna,Motel l Q > z :E z `S a W Short St W Short St E Short St > z a Qz m Nz F z Z 940,-w Im W Villard St E Villard St � Q Cnstiu Ruck Ins: r'l a Q p > < W Beall St w " `x a w y z W Beall St E Beall St¢a c U H z a Z z a F Lamme St a z W Lamme St ¢ bV l.amrne St °� z Ma,,rana State Wow z Q mE-ors LA l7 to W Mendenhall St 4 z E Mendenhall St 0 E Mende w Jahn tiozeman's The Ellen z "i.m 71,eatre Proiect Site �� Gty Center Inn Blvd t91 W_Main-St -. E Main St , 14Nmu, fap Iar..17AV nnoy � Ivlel1nE21n "�� r10111e-MnnteRa US Rank VacabOn. Wove Cafe N th Babcock St 1*4,k'y E Babcock St > Razemarc C-aliage r=1 We-.n Hank � � L 7 Votive St yl W Olive St a E Olive St co Emerson4rvd > < m lJ1 w '0 Q a T a a E .c Lo W Curtiss St�n E Curtiss St �I E to N W Koch St W Koch St E Hoch St Not to Scale Page 2 MENDENHALL MIXED USE:•.PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT INTRODUCTION The existing project site is currently occupied by American Federal and contains 0.719 acres of building, parking, and landscaped areas. The proposed building will be 116,149 SF including: • 47 dwelling units - 58,470 SF • Office -22,042 SF • Restaurant - 13,286 SF • Parking Garage - 19,037 SF The existing building will be demolished and replaced with the new 5-story mixed-use "5 West" building. The new building will utilize on-site sub-surface parking and will connect to the existing utilities as shown on the project plans. WATER The water services for the building will connect to an 8"water main in Tracy Ave. on the eastside of the building. The fire service will be a 6" line and the domestic service will be a 4" line. The building will serve a variety of uses including office, restaurant, and residential. Table 1 below summarizes the total average daily water usage for the various proposed service groups: Table 1- 5 West Water Usage Average Service Group Unit #of Units' GPD/Unit2,3,4 GPD GPM Residential Person 99.17 170 16859 12 Restaurant S.F. 13286 0.43 5713 4 Office S.F. 22042 0.25 5511 4 TOTAL 28082 20 N otes: 1 2.11 persons/dwelling,total of 47 units 2 170 gallons/day per Bozeman Water Facility Plan 3 Restaurant usage based on an annual review of Bozeman restauranst water meters . Restaruants selected represented a variety of food types and prices. 4 Office use from Iowa State Code Chapter 69 Using the factors from the City of Bozeman, Design Standards and Specifications Policy, March 2004 the peak day and peak GPM are calculated as follows: Peak day =2.3 * 28,082 = 64,588.6 GPD Peak GPM = 3 * (29,368/24) = 3,510.2 GPH or 58.50 GPM • Page 3 MENDENHALL MIXED USE PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT Velocity check for domestic service: Area = 3.14 * RZ => 3.14 * (2"/12)2= .087ft2 Peak CFM = 7.82 ft3/min => 89.9ft/min =>1.49ft/sec This velocity does not exceed the velocity allowed of 15ft/sec in City of Bozeman mains. In November of 2013, the City of Bozeman conducted a hydrant flow test of a nearby hydrant on Mendenhall. The test indicated a flow rate of 1820gpm at 120psi. The IFC required fire flow is 1813gpm at 20psi for 2-hours. Using the data provided above, calculations indicate the available fire flow at 20 psi is 11,109.32 GPM, which exceeds the required amount. SEWER The proposed 6" sewer service will leave the building on the south side and flow into the 6" main in Mendenhall. Table 2 summarizes wastewater production for each service group: Table 2- 5 West Wastewater production Average Service Group Unit #of Units' GPD/Unit2,s,4 GPD GPM Residential Person 99.17 89 8826 6 Restaurant S.F. 13286 0.43 5713 4 Office S.F. 22042 0.251 5511 4 TOTAL 20050 14 N otes: 1 2.11 persons/dwelling,total of 47 units 2 89 gallons/day per COB Design Manual 3 Restaurant usage based on an annual review of Bozeman restauranst water meters . Restaruants selected represented a variety of food types and prices. 4 Office use from Iowa State Code Chapter 69 Using the factors from the City of Bozeman, Design Standards and Specifications Policy, March 2004 the peak day and peak GPM are calculated as follows: Peak day = 2.3 * 20,050 = 46,115 GPD Peak GPM = 3 * (20,050/24) =2,506.25 GPH or 41.77 GPM A review of the City's GIS data and field measurements indicate the sewer line in Mendenhall is a 6" main installed at .751%. The following assumptions are mad about the existing 6" sewer. • 6" line • Mannings Value of.013 Page 4 MENDENHALL MIXED USE PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT • Flowing at 75%full • With .75% slope Hydraulic calculations indicate a sewer main capacity of 145.4 GPM. At peak flow rate, the project will require approximately 1/3 of the pipe's capacity. The line serving the project serves 1/2 block of Tracy and 1 block of Mendenhall before entering an 8-inch line in Willson. Given the limited service area, the existing 6" line should have sufficient capacity to serve the project. SUMMARY An analysis of the existing conditions and the proposed improvements indicates adequate water and sewer services exist to serve the proposed project. Page 5 MIENDENHALL MIXED USE PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT Appendix A Fire Flow Calculations Project 5 West Edit Blue Spaces Only Preliminary Discharge Phase Calculation Date 6/15/2015 Building Static 134 PSI Residual 130.00 PSI Flow 1820 GPM Flow at 20 PSI 11.109.32 Flow 923.6 Pressure at Known Flow 132.8e, Other Pressure Known 128 PSI Flow Rate at Known Pressure 2,26,5.4 GPM 2 Q + 2 O Shaping Our Fulure'lbrelher CITY OF BOZEMAN HYDRANT PRESSURE/FLOW REQUEST FORM Date: 1 1/1/l 3 Location l ydrant B Static Pressure Pito PressLu'e Residual Pressure N. Black/ Mendenhall 90 134# V 1308 N. "Tracy/ Mendenhall 87 12011 Requested By: Fax # Nozzle Size Flowed: 2.5" Done By: ES / EA Comments: 1820 GPM V/ ... a =c. . I1 ! ! , G i •- 7 a 374• ".. l 7 3 I -z1 51 8 1� zl 1 l I I �' 5� 330 171 '-- I:65 02 q l i41,0D " _AL- �-- 7 91) GI87 I%1 1 lE\'l�1 G3 7 2,191 ti., ..... . 3 03' r3J 38 i I �s co7 198 2 199__ J-1 -- ►$1 ;08—�G�21=-20,U— _.I ' I 1 33 298 2384 3_ IL � 3p L til1�f,� C'UC'I S( _ : .I - �* 217'_=i 21 r AC 7 Vt4 �•1..r+' LAD C•-1 W1 a ',rr +3,^`! mod` +•r +if '�+F '+f Id'Y rar5 LA Lei, In, ' ' �,,,•�, �+x'7i rrj r�r �-� � r "�7 C'? h'1'rr� �Y 'q''+'d' +i' �' �=' e �; � (r• r - •Cl"+ 0'r+ r`r U •'°^ In Ln t--, IY;i .Cri 6x r`- L-3 t ,l Kr;r- `J a- r- p i t INJ •r f+ i :.� 'r'MI re ''/rh ,ram F'r7 ,�y."�{' �: ,.d• ,�•.;u3 u^..!l!"7•if`7 � 13]' lr_7' ...._. C,-1:n-- w '— .r*-' -,r.,T.,r,.. ,r.., ,'._ �. .4`•• �•-- ,-- r-' Y^' tr •'P"'-' F" -F•� '.,�„� C fit,. d t 3# e}> rr-,l '•de7 Ll P C 4C+ f`+• f 4 tiaCj . ..._ 1 +q� ti•}i E`-�• .j. I J 4 1 '.q-�ts' �i p{I,J ..,• f'i.1 r". .r-+ r �b�' �,, $"� r C } r'-� f' t (�. �`+ `9 4ti, I , 4 1 4 p-4 �y 1j4r�•• ;Fql CT, hi 4! a rS h' -i !C.v tJ2. 4-4 t51h 'r- "Tx-If r-$io r4 Q. f Sd 2 ' �.,.e! f��'�. �_r' ,r5 f'-•J"�,.�' lr] (L.1 t`.... 75-1 `d' ClS¢+ C 1 r�-4i�1 C r- r ti F°'J r•'j►"'� ►"`j-N') 7 P"'S� I'�l }.ry,!`i'�i '+'!7, +.�1' ,AT 'f- alt' ► g if a in u'7 v0 4L Qck.s ,r4 tr . tt tx4MA ( v } y ell Cy 1 r A '! ai r-- r 1 - .�:1' {+a ++ r L rat �. r,_4 rw+, „{ wi• r,. 47 '' t-- s"'4 +,r1-1�' C-i Old {-Ii e� .ram err N'� r;^.' r'g4 rr'd �t +si .� r"'�t � 4Y=+ C''1 U" G "cX �" ti titi L 71 47 It�t'a3� N ,, -J �•,:1, Y tl'"'1 LL+.I'.- r•� �:,.,j'{Tl � �1''•- ["t� !�� P� r'x`' AL d•a -) c`-1, s 1 1" 1 {-4 �,1 r74 r a''{-� r'J 4+?� PA 4 rspl� q T� ' t r ,�OU tiri L�l ,� r- r l4 �FinasJi j ilfi.1 M� r1 a3 � ,ra 1' 'Ck 01 *-? Cam ' - *-, - r-J ! r-� L A-.j l r 51LI( „ - .- ,fx•,i-+ +N w- r �' r= 'sJ ► l 1114 �) �. {; i' w•tT� 4'ti( r r .�r i CJ 4 1' +7 •:h �"'f . ? ru•'t 43 f-A r 1" z7 -4r ch,#i w> '• if 4L,4 .,, ,&, ch eh tx'a r- 41-i r 4�-o'Cp u7 r-'• Ir=e' F !t •... t l r:T• G';1< Fr! �4 'y:i 1-••; CQ q1 ivy yam, r �� ''r' �1 � I iNf!lam C-1 L i,a-r{'} !' I is 4,.+ 'ys cL 1 a+' 4Zi a7 rM- r-4 . to I r-5 1--a M+' :ice 6L1 C � 11 ` :' I +.1 1.+1{+J C i1 `J ►' tj't t J ?tG 4 . !t �"+�1 ^.I lia•.1 �1' ! irl 'fJ`le�'1 i."`,1•C'1 d�7 '.r7 4``� C".] '�'`'.•l '• LJ [��' e= � •1 Cu;r,°r1't, Y— *- J U`1 P"'� I fp��;l Nl.,. , ty i-1' •{;� r. Cr.J 4a Q `Q�- °"' 't "'' kY'i1 �.1jj I_ Cot•. , r r— .r-- f- r-. r• C4-rC.t r--i rl Z-,t t7-4 t i C-,J 4`-r ,.: - ,i4 I"1 pY{ cIla �1• * It`, rf 1 r h, (F3 �{. :4 U l '4�,1 k:,•%o w� ,e dye y Ikal tN '■t - t 4 v1 -1 �.{ � !'41. .t t.� c-4 •=r r„ . !` -r-' t*1 4fi+ � �} ,•e, r••'• r^ r„� T.•_ ■_ r-• u,v ¢•- {•.-'.'r•- •r-• r �' �C•.�- 1! A . u lfy_ ➢_•y Q j 1 s, tr r r�3 C 1 IM n 611 Ci7 CN �lr, rl., � r"•] C6 'r—: ur, r•t 'Y}+° 1�r'1 ' ,r'"r �r rot �t 4tA ,r:t SI P LL;!L�•c,-ai 1p LP r - n*,, hT },- 1 f�•-1 V -I- ,+1 F �•'a+f'. �.11„t. w 4r ! 'r+-1,ti"•til c•-,+ !,-{.+7`�i ref•• er'1 .1 ►'y F'�'p''1 1• ` _x. ,¢ .•17 ti-4 DU 4-J 7,4 CU,'01 r-- x-. 4-A W:; ray sni r=^i t •, + rT r7 r- r.. �]. -'] Lav r+•.. •1-1 t -.7"1 cJ y - ■ lr�l t.17 Lid., r•"`9 •.y{ VO it ,_a -•,u, r-,. I}7'n! ITT i IIIlI �IIIIINlIiI i III �IIIIIYI�II I ��1 i II 1 1111611� 11 I�! IIIIIII . �lilll 1 111 IINIIII� �C9 'BillC� gas OF 1315111 I�i Ilil�l��lllll�I�III�II �I III��I 1 II`111lIIIIIBIIIIIiI II I�e1111�fllllilllllllll illlllllElivll��tllllilllll� Illlllllill�iSlllllllll�ilill fir. c�.� � e ��■��o,�r��. C ;�CS nn n loss , 11 8 ■ M�HiYEN !o■s MEMO Nelso ammemmummmomw i� . APPENDIX B This appendix also does not use the two-story limi- duration may be an issue that each jurisdiction may talinn but, rather, uses an area limitation of 3,G00 need to consider when assessing the capabilities of square feet (345 m2) for the 1,000-gpm (3785 L/min) the department, the hazards presented and the avail- requirement. This is a more realistic approach be- ability of water supply (see commentary, Section cause the ISO guide probably did not anticipate the 131051). larger floor area of today's houses and the large num- Applying this table, for example, a 50,000-square- ber of townhouses.When one-or two-family dwellings foot(4546 m2)Type IV construction building would re- exceed 3,600 square feet (345 m2), Table B105.1 quire a fire flow of 4,000 gpm (15140 Umin)with a du- must be used. ration of 4 hours. If the building was sprinklered and The exception recognizes the efficacy of automatic the full 75-percent reduction was allowed,the required sprinkler systems in reducing the amount of water fire flow would be 1,500 gpm(5678 Umin)(75-percent needed to suppress fires and allows a reduction in fire reduction would result in 1,000 gpm (3785 Umin), flow of 50 percent when sprinklers are installed. Note which is lower than the minimum of 1,500 gpm (5678 that the exception is not a requirement that a sprinkler Umin)). system be installed but is, rather, a design alternative This table does not address use and occupancy that is allowed to be utilized in the event that there is classifications. A Type IA construction building hous- insufficient water available to meet the required fire ing a Group A occupancy would be treated the same flow for a building established by this appendix.A situ- as a Type IA construction building housing a Group H ilar exception is found also in Section B105.2 for all or F occupancy.Again,this table was formed based on other types of buildings. the approaches presented by the ISO guide,which fo- Application of this concept has been heavily de- cus on construction types. bated. First, the exception is allowed only when ap- A common question asked when applying this table proved by the fire code official. Also, the exception is how to deal with a building that incorporates multiple does not address the type of sprinkler system to be construction types. Such scenarios would be better used,only that it be approved by the fire code official. addressed through a percentage approach. For exam- Based on the occupancy group of the building and the ple, in a building that has two construction types, scope of the design standard, an automatic sprinkler Types IA and VA, having areas of 25,000 square feet system could be designed and installed in accordance (2323 ml) and 10,000 square feet (929 m2), respec- with NFPA 13,13R or 13D. lively, the fire flow would be calculated as follows: A review of the original ISO guide reveals that there was no reduction for sprinklers in one-and two-family Total building area dwellings. However, in 1972 sprinklers were ex- 25,000 square feet (Type IA) + 10,000 square feet tremely uncommon within homes, and since that time (Type VA) = 35,000 square feet (3252 mz) sprinkler technology has changed dramatically. Sec- Fire flow per construction tune tion 6105.2 contains more discussion on the applica- Type IA at 35,000 square feet = 2,000 gpm (7370 lion of this concept of reductions for sprinklers.Gener- Umin) ally,the exception is intended to encourage the use of Type VA at 35,000 square feet = 3,250 gpm (12 112 sprinklers because it is easier to control a fire that is L/min) attacked during the incipient stages. The fire code official's evaluation and determination Percentage of buildinn must,of course, be based on local conditions and cir- IA= 25,000135,000 x 100 = 71.4 percent cumstances,including,but not limited to,water supply VA= 10,000/35,000 x 100 = 28.6 percent system availability and capability; land use density; Therefore building construction type; structure fire separation 2,000 0,714 distances;fire apparatus access and street layout;in- stallation of fire protection systems in buildings; fire =Approximately 2,350 gpm (8894 Umin) department operational capabilities; and response 8105.2 Buildingsother than one-and two-family dwellings, time analysis. The minimum fire-flow and flow duration for buildings other TABLE B105,1.See page 13-6. than one- and two-family dwellings shall be as specified in •:•Table B105.1 establishes the fire-flow and duration re Table B 105.1. quirements based on the fire-flow calculation area, as Exception: A reduction in required fire-flow of up to 75 defined by the definition in this appendix and Section percent,as approoved, is allowed when the building is pro- B103, and the construction types defined in the IBC. vided with an appinved automatic sprinkler system As the construction type becomes more combustible,( installed in accordance with Section 903.3.1.1 or 903.3.1.2. the fire-flow requirements increase, Likewise, as the The resulting fire-flow shall not be less than 1,500 gallons area of the building increases, the fire-flow require- I per minute (5678 Umin) for the prescribed duration as ments increase, The last column also specifies a mini- specified in Table B105.1. mum duration of fire flow, The duration of fire flow var- •:•This section refers all buildings that-are not one- and ies from a minimum of 2 hours to 4 hours. Flow two-family dwellings to Table B105,1 for the minimum 2009 INTERNATIONAL FIRE CODE'COMMENTARY APPENDIX B-5 i APPENDIX B fire-flow and duration requirements but contains an ex- ity that the fire code official retains over how much of a ception that allows a reduction in the required fire flow reduction will be allowed embodied in the phrases when sprinklers are installed in accordance with NFPA ".,.up to.,." and "...as approved,.," in the current text, 13 or 13R, as applicable. In such buildings, the reduc- The tabular fire flows, based on the 1972 ISO guide, tion is 75 percent versus the 50-percent reduction al- are extremely high and it is doubtful that many water lowed for one- and two-family dwellings in Section supply systems and fire departments can develop 61051, This reduction must be approved by the fire them, Also, it should be noted that the current ISO code official, guide on this topic for sprinklered buildings requires This section provides a reasonable option for reduc- providing only the calculated sprinkler demand plus tion of the required fire flow for sprinklered buildings. hose stream allowances, calling the continued validity Any concerns over the extent of sprinkler protection of this appendix into question. The updated ISO publi- provided by NFPA 13R can be mitigated by the flexibil- cation Guide for the Determination of Needed Fire TABLE B105,1 MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS FIRE-FLOW CALCULATION AREA(square feet) FIRE-FLOW FLOW DURATION Type IA and IB' Type IIA and IIIA' Type IV and V-A' Type II13 and IIIB' Type V-B' (gallons per minute)b (hours) 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 22.701-30.200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4.800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 .r� - 2 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-151400 7,701-9,400 2,500 59,001-70,900 33.201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83.701-97,700 47.101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63.400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 3 112,701-128,700 63.401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52.500 33,501-37,900 20,601-23,300 4,000 145,901-164.200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92.401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 _ 4,500 183,401-203,700 103.101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701.271,200 139,401-152,600 89.201-97,700 65,401-70,600 39.601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47.401-51,500 6,000 4 - 115,801-125,500 83,701-90,600 51,501-55.700 6,250 - - 125,501-135,500 90,601-97,900 55,701-60,200 6,500 - - 135,501-145,800 97,901-106,800 60,201-64,800 6,750 - - 145,801-156,700 106,801-113,200 64,801-69,600 7,000 - - 156,701-167,900 113,201-121,300 69,601-74,600 7.25,0 167,901-179,400 121,301-129,600 74,601-79,800 7,500 179,401-191,400 129,601-138,300 79,801-85,100 7,750 - 191,401-Greater 138,301-Greater 85,101-Greater 8,000 For Sl: 1 square foot=0.0929 in', I gallon per minute=3.785 L/m, I pound per square inch=6.895kPa. a. Types of construct ion are based on the International Building Code- h. Measured at 20 psi residual pressure. C, APPENDIX B-6 2009 INTERNATIONAL FIRE CODE®COMMENTARY /IgV00 Dashboard Hydraulics Supply Analysis Source Static Residual Quantity . Pressro ure Total Total .� su Node Pressure Pressure Flowin Available Syctom ` Pre6re 9 Flow Required Zero 134.00 psi 130.00 psi 1,820.0 GPM 130.88 psis 1,590.4 GPM, 106.96 psi Sprinkler Flow:, 1,090.4 GPM...' Additional Flows: None Hose Flow at Zero: 500.0 GPM Total System Flow: 1,590.4 GPM Maximum velocity in pipe 34-105 is 30.5 fUsec ` Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft I I I GPM psi GPM 115 13,00 Sprinkler 11.20 39.00 12.13 39.00 105 13.00 Sprinkler 11.20 39.00 14.81 43.10 120 13.50 Sprinkler 8.00 24.00 29.18 43.21 121 13.50 Sprinkler 8.00 24,00 30.82 44.42 119 13.50 Sprinkler 8.00 24.00 31.40 44.83 118 13.50 Sprinkler 8.00 24,00 32.11 45,33 117 13.50 Sprinkler 8.00 24.00 33.21 46.10 116 13.50 Sprinkler 8.00 24.00 34.78 47.18 112 13.00 Sprinkler 11.20 39.00 22.18 52.74 113 13.00 Sprinkler 11.20 39.00 23.86 54.70 111 13.00 Sprinkler 11.20 39.00 24.30 55,21 110 13.00 Sprinkler 11,20 39.00 24.86 55.84 106 13.00 Sprinkler 11.20 39.00 25.15 56.17 104 13.00 Sprinkler 11.20 39.00 25.62 56.69 109 13,00 Sprinkler 11.20 39.00 25.72 56.80 114 13.00 Sprinkler 11,20 39.00 25.92 57.02 103 13.00 Sprinkler 11.20 39.00 26.21 57,34 108 13.00 Sprinkler 11.20 39.00 26.95 58.14 102 13,00 Sprinkler 11.20 39.00 27.11 58.32 107 13.00 Sprinkler 11.20 39.00 27.33 58.55 101 13.00 Sprinkler 11.20 39.00 28.40 59.69 0 0.00 Hose@Zero 106.96 500.0 0 Copyright 2015 Sigma Development Group, Inc. Page 2 of 7 MENDENHALL MIXED USE PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT Appendix B Iowa DNR Values IAC 7/11/12 Environmental Protection[567] Ch 69,p.31 Appendix A Estimates of Nonhousehold Domestic Sewage Flow Rates Source of use for sewage unit (Units) Gallons per day per unit Dwelling Units Hotels or luxury motels (Each guest) 60 (Add per employee) 13 or (Per square foot) 0.3 Discount motels (Each guest) 40 (Add per employee) 13 or (Per square foot) 0.46 Rooming house (Each resident) 50 (Add per nonresident meal) 4.0 Commercial/Industrial Retail stores (Per square foot of sales area) 0.15 or (Each customer) 5 (Plus each employee) 15 or (Each toilet room) 630 Offices (Each employee) 18 or (Per square foot) 0.25 Medical offices (Per square foot) 1.6 Industrial buildings (Each employee) 20 (Does not include process ware or cafeteria) Construction camp (Each employee) 20 Visitor center (Each visitor) 20 Laundromat (Each machine) 690 or (Each load) 50 or (Per square foot) 2.9 Barber shops (Per chair) 80 Beauty shops (Per station) 300 Car washes (Per inside square foot) 10 (Does not include car wash water) Eating and Drinking Establishments Restaurant (Per meal) 4.0 (Does not include bar or lounge) or (Each seat) 40 (Plus add for each employee) 13 Dining hall (Per meal) 4.0 Coffee shop (Each customer) 2.5 (Add per employee) 13 Cafeteria (Each customer) 2.5 (Add per employee) 13 Drive-in (Per car stall) 145 Bar or lounge (Each customer) 5.5 (Add per employee) 16 Ch 69, p.32 Environmental Protection[567] IAC 7/11/12 Source of use for sewage unit (units) Gallons per day per unit or (Per seat) 40 Country clubs (Per member)(No meals) 22 or (Per member) (Meals and 130 showers) or (Per member in residence) 100 Resorts Housekeeping cabin (Per person) 50 Lodge (Per person) 74 Parks/swimming pools (Per guest) 13 Picnic parks with toilet only (Per guest) 10 Movie theaters (Per guest) 4.0 Drive-in theaters (Per space) 5 Skating rink/dance hall (Per customer) 10 Bowling lanes (Per lane) 200 Transportation Airport,bus or rail depot (Per passenger) 4 or (Per square foot) 6.5 or (Per public restroom) 630 Auto service station (Each vehicle served) 13 (Add per employee) 16 or (Per inside square foot) 0.6 01' (Per public restroom) 630 Institutional Hospitals (Each medical bed) 250 (Add per employee) 16 Mental institution (Each bed) 175 (Add per employee) 16 Prison or jail (Each inmate) 160 (Add per employee) 16 Nursing home (Each resident) 145 (Add per employee) 16 Schools and Churches School (Per student)(No gym, 17 cafeteria or showers) (Per student)(Cafeteria only) 17 (Per student)(Cafeteria,gym 30 &showers) Boarding school (Per student) 115 Churches (Per member) 2 (Per member with kitchen) 5 IAC 7/11/12 Environmental Protection[567] Ch 69, p.33 Source of use for sewage unit (units) Gallons per day per unit Recreational Campground/with hookups (Per person) 40 or (Per site with central bath) too (Per site) 75 (Add for dump station w/ 16 hookup) Day camp(no meals) (Per person) 16 Weekly overnight camp (Per member) 33 [ARC 7569B,IAB 2/11/09,effective 3/18/09] ME.NDENHALL MIXED USE PROJECT BOZEMAN,MONTANA FINAL UTILITY DESIGN REPORT Appendix C Sewer Calculatoins Depth Q Area Veloc Wp (ft) (cfs) (sqft) (ft/s) (ft) 0.38 0.324 0.158 2.05 1.05 Hydraflow Express - Channel Report- 06/18/15 1 Yc TopWidth Energy (ft) (ft) (ft) 0.29 0.43 0.44 Hydraflow Express - Channel Report- 06/18/15 2