Laserfiche WebLink
�c �- OSTP Mound Desi�n <br /> UNIVERSITY <br /> ��K� Worksheet >1°6 Stope OF IVjINNESOTA ,-�� <br /> 1. SYSTEM SIDNG: Project ID: v 06.12.13 <br /> A. �;���►: �w cro TABLE q(a <br /> B. Soit l.oading Rate: 0.45 GPD/ft� �0�0�����D p���� <br /> �wo�e�o�r�or��►Tios u�a�oo����trs <br /> C. Depth W Limiting Conditbn: 1.5 tt <br /> �na�r.a�.e. �w.'p'�" �e w'.�." � <br /> D. Percent Land Stope: 14.0 95 � � '�'�+�" �„ �� <br /> ��> A'"° �,► ai° <br /> E. Design Media Lflading Rate: 1.2 GPO/ftz , _ � . � <br /> F. Mound Absorption Rattio: 2.60 ,ro a �� + t-� + <br /> ,ro (Bn..�ne . o.� = 1 1.� <br /> N� <br /> 1101AQ Cd1�01Nt LOAO/Ifi QAI�S: ro t6 0.7t 1.i 1 1.� <br /> � ,saao o.� : a�e 2 <br /> �rod '_ Twc�r°•AocFwd s,s�,s o.s zs a�s = <br /> PaC Rua � a6sorptlow raRiO � <br /> MblD OAi 2.t 0.{ Lt <br /> s 60elpi 1.0.1.3,2.0.2.1.2.6 i 12 �°�� - 6 O.S i.a <br /> � .110 . . - - <br /> 61•120 mpi OR 5.0 si2 <br /> . 'Systems with these values are not Type 1 systems. <br /> ��m,,,p�. >s.o� ,6• Contour L,ondirig Rate(linear loading rate)is a <br /> recommended vaiue. <br /> 2. DISPERSAL�AEDIA SIZING <br /> A. Cattutate Dispersal Bed Area: Design Flow+Desi�Media Loading Rate�ft2 <br /> 750 GPD + 1.2 GPD/ft� = 625 ft= <br /> if a larger dispersal media area is desired,enter size: 630 ft2 <br /> B. Enter Dispersai Bed Width: 10.0 ft Cen not e�oceed t0 feet <br /> C. Cakulate Contaar Loadfn�Rate:Bed Width X Design Media Loading Rate <br /> �� ft� X 1•2 GPD/ftt = 12.0 gaUft Can noi e�eed Table 1 <br /> D. Catculate Mlnimum Dispersal Bed Len;th: Qispersat 8ed Area +8ed Width =Bed length <br /> b� ft� + 10.0 ft = 63.0 ft <br /> 3. ABSORP'fION AREA SRING <br /> A. Ca�ulate Absorptbn Width: Bed Width X Mound Absorptlon Ratio =Absorpti�Width <br /> 10.0 ft X 2.6 � 26.0 ft <br /> 8. For slopes>19G, the Absorptbn Width u meawred dovmhilt from the upslope edge of the Bed. <br /> Catwlate D�wnslope Absorptbn Width:Absorption Widih • Bed Width <br /> 2b.0 ft - 10.0 ft = 16.0 ft <br /> DISTRIBUTION MEDIA:ROCK <br /> A. Media Volume:Media Depth X Length X VWdth <br /> 1•00 ft X 63.0 ft X 10.0 ft=. 630 ft3 + 27 = . 23 . yd3 <br />