Laserfiche WebLink
LVl Y GGI�'Ty GII�CL�, APPROXIMATE MOUND QUANTITIES <br /> Rock (rockbed) = 21t yards <br /> 127.96' S4.»• Mound Sand (absorption area� = 164t yds. <br /> . �� � ��--�-��� Loamy Cap/Sandy Berm = 72t yds. <br /> ' . Top Soil (cover) = 83t yds. <br /> 95��8 'Quantities are based on the U of M OSTP <br /> mound material design calculation <br /> LEGEND 'The loamy cap/sandy berm is the soil between the <br /> � EXISPNG WELL LOCATION 3 mound sand and topsoil <br /> 8 SOIL BORING � "Quantities have been increased by 20%for <br /> � � lEST PIT o constructability <br /> , 0 PERC TEST x <br /> X-98.2 EXISTING ELEVATION �" <br /> X-(98.2)PROPOSED ELEVATION <br /> BENGH,NARK:TOP OF <br /> WELL CAP ELEV.=990.18 <br /> � A N�,.�� <br /> � OF�� � <br /> �eF <br /> � �m� .ra�E'', .. <br /> j� \ ExisnNc� / �Ers"",, <br /> � DEEP WELL /� 50 �.K/� / <br /> '� 6 <br /> ^ \ \ �90 q/ ��. V/ � <br /> � \ \ �g0 � U <br /> V � c�v �-naoN� r.+.��Nc:n:�Ks'�c�_ ' j <br /> .:a�ry�NK•_u� , PRGr:R�_Y qaA��v�l=� <br /> � � / y0 i „ <br /> � � FR�P�.p 1000 GAL'�GN /g � <br /> \ �. � 5=$'.i"'AYK ' � <br /> / / <br /> �i ,,::�. � ,� / / <br /> � � �.__.�.. _ _� �,�i <br /> � � � � �� i��� <br /> GR6 OS�6 SFY2 ,K'vEO—.—.._ � � <br /> � Uv NJ W -' ,�" F�� � / <br /> i'vJ.k �4�i.vE� '�'� ':,�j/ // / <br /> \ / / � � / / <br /> \ . . �� . .. .y q 6/ EO P�EP/ � <br /> [ �\�� ` z�� � � � <br /> �1�` �� � � � � <br /> � \ _ 101.: B1 �.-s : � � / <br /> '`J .,- ��6E,C � / 9�A � <br /> O �. 3 RCC �;�. v' ' � � � � <br /> ` -976� � _ P2 5-2:���'. / � � <br /> V� ./��AES�RP='l` =REA ?y� � � / <br /> SBJ —� <br /> 2 3 / `/ � / / <br /> ��p�fp_L,�r: � / <br /> w _ _ � _ �.!4.•�-�.-A�.�+ <br /> � / � � � � � <br /> _ —974— — 1,l pa�'� /. — i / <br /> � 2 G1�P�L _�.'._ '�� _ / <br /> � '<��/ _972� � / <br /> � �.�/ / � � <br /> � / � � � <br /> / / <br /> � � �972— � / �970— � <br /> b ��O /� —g6B� / <br /> a P�+��c£ � � � / <br /> - � � / / <br /> � � �966� <br /> �9�0— —` / � / <br /> � / � � <br /> � / / q/ � <br /> / / � /�'6 MENt <br /> SE <br /> ee �� �/ / . M�n���EVpE <br /> � � 92 6� \0'p0.P�NP�` PQ�pERt'� <br /> / � /q6 <br /> � � <br /> , 3so CONSTRUCTION NOTES <br /> ', / �� � 1. AVOID COMPACTION OR DISTURBANCE TO THE SOIL IN hiE <br /> �� ABSORPTION AREA OF THE MOUND. <br /> 2. TREES ARE TO BE CUT OFF FLUSH WITH THE EXISTING GRADE PRIOR <br /> - TO INSTALLATION OF THE MOUND SAND, BRUSH VEGETATION AND <br /> � DEBRIS IS TO BE REMOVED FROM THE MOUND AREA PRIOR TO <br /> - INSULATION OF THE MOUND SAND. <br /> � — -'�� 3. MSTALLATION OF THE MOUND IS ONLY TO BE DONE WFiEN THE SOIL <br /> '�. � IS DRY AND BELOW THE PLASTIC UMIT. <br /> - 4. ALL MATERIALS USED FOR THE CONSTRUCTION OF THE SYSTEM AE <br /> TO MEET OR EXCEED THE MN RULE CHAPTER 7080. <br /> 5. A MEANS TO MEASURE WATER USE OR SYSTEM FLOW IS TO BE <br /> USED. AN EVENT COUNTER OR RUNTIME METER MAY BE USED ON THE <br /> PUMP CONTROLS OR A WATER METER IN THE HOUSE. <br /> I hereby certify that this site plan was prepared by me or 6. DIVERT SURFACE DRAINAGE AWAY AND AROUND THE MOUND AND <br /> ���Jurr}}QQer my direct supervision. TANKS <br /> '�'�'�.Q� �/Z/ 7. THE 2" SUPPLY LINE IS TO 3.5' OF COVER OR IS TO BE INSULATED <br /> r'l,�-tXurc TO ACHIEVE AN EQUAL FACTOR (1" OF INSULATION EQUAL TO 1' OF <br /> Bemie Mille�D.R.P. M. P. C. A. License,¢ 1927 COVER), STIROFOAM OR CONCENTRIC PIPING IS ACCEPTABLE. <br /> MILLfR"5 SfWi7G£ TREATMEN7 SOLUTIONS PROPERTY LOCATION PREPARED FOR: <br /> A division o/ WRM Services Inc. Lot 6, Block 1, Longview, Hennepin Septic System Site Plan Tom Ryan <br /> Caunty, Minnesota. <br /> 9075 755th Street Kimball, MN 55353 pid�} 03-117-23-23-0005 DATE JOB N0. SCALE 235p longview Circle <br /> (320) 398-2705 cell (320) 980-1737 ]�'��n 20fl-161 ��.� <br />