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} <br /> DocuSign Envelope ID:81 E05E8E-EED7-43D3-8B8A-081 1 OE72140A <br /> M <br /> " w <br /> P <br /> ~ d <br /> if <br /> �r ak <br /> - Ui <br /> V C '> C <br /> JJ ,� 0 m Ip <br /> a m <br /> o 1✓ <br /> 3 F � C] ` <br /> � � r <br /> .. . AP - _ <br /> •�.� <br /> _ ,. .. 4 <br /> N r <br /> m E U <br /> N <br /> z <br /> 4 ; P Lu <br /> Y f <br /> Legend = z <br /> jilt <br /> 2" Schedule 40 PVC Forcemain <br /> 400 6 OC <br /> Pressure Manifold *,A-IL <br /> ,� <br /> r <br /> F. ht <br /> Limits of Disturbance 4 �y , = 'All • Aft <br /> �.y = <br /> ��`� OUU <br /> ATH �q9 '` <br /> Streams �' �QpFEgs;oy � r <br /> _ Q <br /> 41 <br /> 3605 Walnut Grove Church Road ..,,,,, ,,,,,. W � <br /> PIN: 9867419070 - 18.13 ACRES 1 'U m , '� T Q <br /> DESIGN FLOW: 4 employees x 25 diem la ee = 100 d � � (] <br /> 9P P Y 9P r , .�_ � � <br /> LIAR: 0.2 gpolft2 }: .. , / " J, x� _ <br /> TRENCH BOTTOM SQUARE FOOTAGE REQUIRED: 100 gpol0.2 gpolW= 500 ft2 <br /> DRAINFIELD REQUIREMENT: 500 FT /3 FT TRENCH = 167 FT. - , e ■ Oil. <br /> SYSTEM AND REPAIR REQUIREMENT: � ; <br /> , <br /> CONVENTIONAL TRENCH: 334'(167'+16T) / Z <br /> 0000 ,USABLE 501E DEPTH(INITIAL):38"(BASED ON BORINGS A, B,AND D IN USABLE 501E AREA) <br /> SYSTEM TYPE CONVENTIONAL TRENCH FOR INITIAL IN PUMP DELIVERY(1116) f t '' , s •+r ' ^/ F Q Z0Cc <br /> USABLE SOIL DEPTH(REPAIR):28"(BASED ON BORINGS 8,C, E,AND F IN USABLE SOIL AREA) " '" J <br /> 0 <br /> SYSTEM TYPE CONVENTIONAL TRENCH FOR REPAIR WITH IMPORTED CAP AND PUMP DELIVERY(IIIB) y , fr + f W 00 <br /> SYSTEM DISTRIBUTION: INITAL SYSTEM WITH PRESSURE MANIFOLD. # E J <br /> jo <br /> U) _ <br /> , <br /> SEPTIC LAYOUT: -•-.�' <br /> - REVISIONS <br /> LINE COLOR LENGTH' ELEV INITIAL REPAIR As ,' I R • �, +� <br /> 1 WHITE 64' 51111, 64' <br /> 2 BLUE 65' 6'4" 65' <br /> 3 ORANGE 66' 6'85' 66' 000, <br /> 4 PURPLE 68' 7'4.5" B3' 1,500 GALLON TANK / <br /> 5 LIME 71' 7' 11" 71' - mpg= wool" . F <br /> 6 WHITE 72' $'6.5" 72' � , , <br /> 9 TOTAL: 406' 195' 211' <br /> 0000, <br /> 49 <br /> 1. AMOUNT OF LINE LENGTH MEETS AVAILABLE REQUIREMENTS{.1945} , irg <br /> = 2. LINES LAID OUT 9'ON CENTER AT MINIMUM <br /> 3. BENCHMARK ELEVATION:TOP OF EIP @ PROPERTY CORNER ADJACENT TO LAYOUT: 5 4" ' . <br /> 5 4, LINE LENGTHS MEASURED WITH ROLL TAPE MEASURING WHEEL �}F <br /> DESIGNED BY: <br /> 5. LINE ENDS ARE DOUBLE FLAGGED. <br /> ryi 6. USABLE SOIL DEPTHS ARE SLOPE CORRECTED. . r .. CTC, Jr. <br /> N r' DRAWN BY: <br /> GRAPHIC SCALE v ° , oe <br /> - LAB <br /> 0 40 80 160 240 �' SRG <br /> Ik <br /> r 4 SCALE: <br /> M• i 1„ =80' <br /> DATE: <br /> 8.18,2020 <br /> (IN FEET) PROJECT NUMBER: <br /> 1 inch = 40 feet <br /> R00592-225N2 <br /> �• C3 .0 <br />