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f. A copy of the Final Site Plan shall be submitted prior to the release of building permits. g. Verification shall be obtained from the Solid Waste Division(468-3066)that this development has addressed the items on the Waste Plan Format for Development Projects. The Final Site Plan is required upon submittal of verification. h. Mitigation for Lower Sacramento Road between Eight Mile Road and Stockton City Limits: San Joaquin County has adopted a Special Purpose Plan for Lower Sacramento Road as a four-lane facility north of Eight Mile Road to Hamey Lane. The applicant shall pay a fair-share contribution of 3.51 percent,which equates to approximately$33,200.00. i. Lower Sacramento Road between Stockton City Limits and Ponce De Leon Avenue should be improved to a six-lane facility. The applicantshall pay a fair share contribution of 0.99 percent,which equates to approximately$3,300.00. j. The entrances,exits,and adjacent roadways shall be designed to allow a sight distance as follows: Sight distance triangle to the right: Triangle composed of 15 feet along the driveway and 300 feet along the near side edge of pavement. Sight distance triangle to the left: Triangle composed of 15 feet along the driveway and 430 feet along the near side edge of pavement k. Access shall be limited to right turn in and right turn out when Lower Sacramento Road is improved to the adopted Special Purpose Plan. In the interim,left turns into the site shall be allowed from a left-turn lane. I. An interim left-turn lane shall be constructed to access the site. The turn lane shall be designed by a Registered Civil Engineer. Furthermore,it shall incorporate Median Deceleration plus Storage,and the design speed shall be used. A credit may be given for construction of the lane as part of the Lower Sacramento Road improvements. m. The applicant shall comply with all other mitigation measures identified in the Traffic Study prepared -by Davi Evans and Associates,Inc.,dated July ,, 22001. r � y 3. PUBLICHEALV SEi4VICES (StaffCont5ct: Johnny Yoakum,468-3147) a. A soil suitability study/nitrate loading studywhich indicates that the area is suitable for septic tank usage and design criteria for all phases of the proposal must be performed prior to the issuance of building permits(Development Title Section 9-1105.2[d]). A nitrate loading study is required,and a review fee of$435.00 must be paid at the time of submittal to the Environmental Health Division. The sewage disposal system shall comply with the on-site sewage standardsof San Joaquin County prior to approval. A percolation test that meets absorption rates of the manual of septic tank practice or the EPA Design Manual for on-site wastewater treatment and disposal systems is required for each parcel. A permit fee of$87.00 per percolation hole is required. b. The existing most westerly well is of unknown construction,and the Environmental Health Division would not support its use for the proposed church. The other well was drilled under permit in 1989, and the Environmental Health Division would recommend that it be tested to determine if it can meet California Code of Regulations and the Health and Safety Code as a public water system for the proposed church facility. NOTE: The proposed storm retention basin is to be a minimum of 50 feet from the existing well. San Joaquin County UP-00-21\Delta Church of Nazarene `r Community Development Page 11