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1981-05-04 Septic System Design Report
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3424 Eastlake Street - 05-117-23-13-0044
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1981-05-04 Septic System Design Report
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Last modified
10/16/2025 9:50:01 AM
Creation date
10/16/2025 9:43:17 AM
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x Address Old
House Number
3424
Street Name
Eastlake
Street Type
Street
Address
3424 Eastlake Street
PIN
0511723130044
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Septic Testin„ McCleary Property <br />May 5, 1981 <br />page 2 <br />6. Inherent in the design proposed are individual separate <br />septic tanks and holding tanks for each residence. <br />These should be located on the individual lots so that <br />the only pipe(s) crossing lot lines are the three <br />pressure distribution manifolds from the residences. <br />7. The propov- design meets criteria for a mound system <br />within the sheet flow flcodplain area. <br />8. Further items needing to be addressed include: <br />a) Can the proposed layout be constricted within the <br />applicant's proposed lot line arrangement an,1 still <br />allow for a driveway_ on the common to ? A staled <br />site plsn should be submitted to review, showing <br />all proposed improvements. <br />b) What are the provisions for an alternate drainfield <br />site? If none exists, I would recommend that if <br />failure occurs, the holding tank system for all <br />waste wculd he required. <br />c) Subheading (3.) of rry memo of 1-21-81, still needs <br />to be addressed. (ownership and responsibility <br />for maintenance and repair) <br />For _'e record, the technical justification for allowing <br />a graywater mound/holding tank system on this site is <br />a) adequate area exists for a mound system; b) adequate <br />percolation rates were demonstrated where the water table <br />F :rrc,itted; c) the proposed system is d-signed to com;,ersate <br />fcr the high water table. (Note that, normally, no system <br />would have been allowed in this area, and holding tanks <br />as well as the mound system ate a variance to the on -site <br />ordinance) d, the holcin3 tank/graywater combination will <br />reduce the on -site trpgtment required for: <br />BOD - by approximately 50% <br />N - by approximately 80% <br />P - by approximately 50% <br />Total water use by approximately 40% <br />(Based on Manual of Cray Water Treatment Practice <br />Table 8 p. 77) <br />Hence the system will not have as great an imp:;ct on the <br />soil/water system of the area as a total mound system <br />would, and should net create any undue pollution or health <br />problems for the area. <br />
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