07-15-1991 Planning Packet - Laserfiche WebLink

Home Browse Search

h- • *: •. *. • • .«•.. .«.»• * • • •• » ••.'Vi / . • • ’ V* .*• .1 • • '•/*** . :’ i V- / • •1- V J • • t •*.•• • • ''y ••• * t r-i * • • . •-* ■# • * •}' •*' i r #'• . K« *» • •-*. . *i *• I. / ^ 4 • IS • •t; '.U . V Sf • 1'- • » 4 ‘• • • • 4 • • ,■••• •in*.*./ *" V.• * • :V*; *. aV •i'V.;. • . •/> • . :V. . . r*t.* •.•i. • • •I • t subparc 3. The tequirerser.^s oc succar's . := -i acp-y :c i-.r.ers and operators of demolition deoris iand^disposal .acixi.ies required to obtain a permit under part' /CO-.3050. ^ Subo. 2. Location standards for permit-by-rule facilities, ^molitibn debris land disposal facilities ?err.itted-o'/-ru*e must .fioc be locaced: A. on a site with Jcarst features including sinkholes, disappearing streams, and caves; B. within wetland areas; C. within a floodplain area; 0. within a shoreland area; and E. with a 'water table 'within five feet of the iowesc fill elevation. Subp. 3. Design requirements for perait-^^^ ^olUiS; d;'«ris land dLposal facilities permitted-by-rule must be designed in the following manner: A. Site preparation must allow for orderly development of t.he site. Initial site preparations must include clearing and gruobing, topsoil stripping and stockpiling, ..11 excavation. If appropriate, drainage control structures, and other design features necessary to construct and operate the facility. B. The site must be developed in phases to achieve final fill elevations as rapidly as possible. The design of each phase must take into account weather conditions, site drainage, and the waste flow pattern into the site. C. Surface water drainage must be diverted around and away from the fill areas. 0. Slopes and drainageways must be designed to prevent erosion. Slopes longer than 200 feet must be interrupted with drainageways. y E. Final slopes for the fill area must be a minimum t'wo percent and a maximum 20 percent. - F. Final cover must consist of at least soil with the top 12 inches capable of sustaining vegetative growth. G. Final contours must be consistent with the planned ultimate -we cot the site. A. The waste must be spread and compacted to the extent possible. site. filling. B. C. The waste must be coveted at least monthly. Suitable cover material must be maintained at the 0.Each phase must be staked for proper grading and 148 mm ■ * • V- . . \\^4 M:•Ji* i’.:' . •• I , m $ • • • • i •• ■ • • ... • . • • • • • .V • • • ♦ • « • •••* . . • 4 . • . • •. ■ * . •*, • 4 • • • • *• s; V 4 f • 4.. : .v: ' V •/ . • (I • • .** • 4* ' • ». 4 *•“.. . .;=v .* • • .4 A 4^, MMlmtmitn Tft iTlIri i