SU0004324 - Laserfiche WebLink

Home Browse Search

g� ATTACHMENT 5 LEACHLINES AND SEEPAGE PITS upon the following l Two leachlines will serve as a secondary disposal field,and based e a 36 inch diameter seepage pit, Each ieachline will be 40 feet long. At the end of each line +2(148 ftz)=776 ft2. 16 feet deep. Total application area= 2 ft+2 ft+2 ft x(40 ft x 2) Total temporary storage volume=2 ft x 2 ft x 40 ft x 2=320 fl+2(i 13 ft')_ 546 =4,0$4 gals SEPTIC SYSTEM OPERATION The septic system for the proposed facility is designed to b ldinate allows: s,and wash water influent from Kitchen water from both the existing building and the newg clean-up of kettles,utensils,etc.plus floor drains will now into the grease trap. Effluent from the grease trap will gravity to the secondary tank. All blackwater from toilets and graywater from Sinks from both buildings twill flow into the 2,000 gallon primary tank. The majority of ftestion_and paper accumulation will occur in this tank: The second compartment Effluent from this tank will gravity to the 1,200 gallon secondary tank. of this tank will have a dual pump system with a filter vault and an alarm system. The effluent`. ually from this tank will be pumped to a hydrosplitter®valve that will split the effluentuld be considered as between the chambers, and the leachlnes and seepage pits. The filter bed,sho the primary disposal area. fore Effluent pumped to the leachlines and seepage pits will of course,be andel!be su gallons, for , i must first come into a settling tank. The approximate volumep er ravity to a tank should be a minimum of 250 gallons in volume. etween the two m this tank,lhe effluent l leachlines andsegepage pits. distribution box/flow director to split the flow evenly b V. CONCLUSIONS AND RECOMMENDATIONS Paramount to every issue regarding the septic system for this project, is they pore ncekitcth tares. r usage be kept to an absolute minimum. Running water must not be allot Clean-up, including floor washing must be at d spring- a minimum. Low flow volumeaterllusa ets ane allowthe cels must be used in the restrooms. Not only will minimal g loaded sink fau ulster nitrate � entire septic system to function as intended,but decreased water usage will alleviate loading. A water meter will be installed for this facility, so an accurate accounting of water wage can be kept. However,with the Chocoholics facility,not all incoming fresh water will ultimately be septic system effluent water. A percentage of fresh water will be used in the making of "low- fat" chocolate and a percentage will be used.for landscaping irrigation,etc. Consequently,water usage accounting will be important. °" The nitrate loading calculations illustrate that the anticipated number of people on the property will contribute approximately 67% of the MGL for nitrate from the effluent recharge. _ 13 rfocr►arr!'rm_stc�tirta