Permit - 1304244 - Laserfiche WebLink

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July lB, 1994 APPLICANT: PAY ~ILMARTIN C/O ACE SEPTIC SERVICE 94-2685 Your site has been found suitable for a STANDARD ON-SITE SEWAGE DISPOSAL SYSTEM. The following constr~c~ion speoificati0ns shall apply to the installa- tion o~ your septic sys~e~. 1. The septic tank shall have a minimum liquid capacity of 1900 gallons. The projected daily sewage flow for this project iS calculated at 450 ~allq~s oer_da¥. Based on soil conditions observed on this site, th~ disposal fiel~ will be sized et lS0 lineal feet per 150 Gallons of projected daily sewage .flow. A minimum of 450 lineal feet of disposal field will be required for yo~r ~roposed develop- ment. The disposal ~enohes are sonstructed two (2} feet wid~ and on minimum ~e~ (10) foot centers and with nO line exceeding 12S feet in length. The trenches and perforated pipe are installed level (~1") and contoured to follow %he natural ground sub,ace. The disposal field s~all be constructed with ~¢ri~l distribut,,ion with a minimum trench depth of 24 inches and a maximum trench depth of ~4 inches. There must be at leae~ ~2 inc~s of ba~k~ill over the top of the gravel~ n~asured fr~Y~ the natural ground This approval is site spesific to the area te~ted and the septic system ~ust be located in the in~ediate area of the test pits unless o~herwise autho- rized by this office. A new site evaluatio~ may be requlrCd if the system is SPECIAL OONDZTION$~ Construct the drainfi~lds On the upper part O~ the property. Avoid the westerly test pit and the southeasterly three pits where the soil is shallower to brittle clay and firm saprolite. A pre-construction field stakeout is recommended to establi~h the elevations and locations of th~ individual drainfield lines of both systems prior to any excavation and si~ing the w~ll. Refer tO ~he enclosed stakeout prosedure and the set- back list for details to complete the Stakeout. Soil conditions are marginal for standard System consideration. Use c~e not =o alter the natural topsoil prior =o constructien. AllOW space ~or a future upslope curtain drain shoul~ it prove necessary. An effluent pump might be re. ire4 to locate the drainfields within ~he a~roved area at th~ correct deDth.