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<br />Figure 6. Structure Setback Averaging
<br />Required
<br />structure
<br />setback
<br />Structure Setback Averaging
<br />:
<br />.:
<br />Existing Proposed
<br />Existing
<br />princii
<br />principal 1
<br />I..... principal .2,
<br />structure i t
<br />Average
<br />structure
<br />setback
<br />Shore
<br />Impact
<br />Zone (SIZ)
<br />The scale and bulk of a proposed principal structure
<br />must be consistent with existing principal structures.
<br />e. St„ibst„„irface sewage to,reat,:onnerl't systerns, incl i„„il din g e sept,ic t,:ank and absorption:area„
<br />Mlist be 1 cat ed at: least 75 feet from the ordinary high at er leVe of the IMi,,s,,sissioop000pi
<br />River and a other pu r") waters.
<br />Lot size and buildable area.
<br />a. 111111tle width of' lots a the 1 ississippi 111tiver ion the 1111,0S 1O1::',',.`11Ostooricst: orn Li St: e a t: east 200
<br />feet, tionless alter riot ive design ornet hoods are used tin a t p roviEl e f..01„E eatE,'?or porn ote.ct io or) Of the
<br />pa ori t on a or e a
<br />Ir:). All new IIIIT",»ts pirist have adequate boiiiIIIIEJable area to corn pty with the ,set back,.
<br />re 1,„I i re orrierit s of sect io ,20(111)(3) sc',':) asit:0 riot: te 1„,„1 i re variaonce,s to 1„,„ise t,',:ne lots for— ileir
<br />i ont e ed r pose.
<br />((13) Per-- rrnane _standards far private res.
<br />(1.) P („I rpose. -I"(") 0 S tablish clesigri ,stanodard,s for private u'llacilities that are corlsistent with best:
<br />m a on a g e e loo op r a ctices an ci t Flat orrl or) rn ize om pa cl:s t o op oorloonirri ry co on se rvatio re a ,s, :wbhc river.
<br />corridor vieWS a rid of:11er resoriorcE?,s ide orit: ified in C. IC: A plan.
<br />(2) (11(erl f,?r al design standa rds All private facilit:ies rnoust be dev&oped in accordance with t:he
<br />vegetat 00000000rr orn a nape rile 000ri t andla nd a It erat ion or ce,d u run e not s i ons s 92,0( 1) a on d fu,),20( /)
<br />(3) t'tivate ro(7ds, drive ..ays„ and parking areas. Excoorgt as provided in s „„cti orlo 9,20( „„.), private
<br />r oad s„ d riv e w a ys a n d oopi ar king a or ea s rn
<br />a. Be ElE?signed to ta ke adva riot age of' on ve fug Et 'It:a t ion 000nd topogr a pr y so that 'fltIroorey z'Ire
<br />notr i y 'y is i e ;
<br />b. (,:u1oornply wit 1 st ructi„,ire setback, orE?cluirernE?ntso ,'accoordiong to section 92(111(1111)(3); arid
<br />c. 1\11c)t b plaCe (1 wit hi on thoor b orn pa ct 2:o n a or s o re rn pact zo one, u 1 ess E?,x, e 1011 pi: UV rider
<br />section 92()(1.) and designed consist e not with se Ct ion 9,20(1F1)(2).
<br />Private wfater access d vievving citifies.
<br />"a. Private access pat Iris orn List be no orno ore t [:11I a no:
<br />( 4 )
<br />2.
<br />if?; t fEr (at , if obis (o?c,??;(1 tFr e stior,E? irnopact z(laric?; arid
<br />111111c)i,„„1 oolac,:c?cl wit I in 'tile 1)1 tiff irtir)act z,c)ne.
<br />Ib . ivate Water rrrcococoorrr0000s r a orn ps must:
<br />:1„„. tin ply wit 11 ION/111 n eS0t a IR ou es, c In a rite r s 6 11.„ :1,,113 .0 2, :10 a on d 628 25310; a on El
<br />2 13e, rod es g e cl co ono str u ctE,?El (:c)000nsostr000r ono t with the a op lica ble st a on d Ei 000rcis i orlo 1,),EL,?,sig
<br />1111-111 a on t) o o k, f(:)or IR c °TIE? t io ori al Boating a on ci is IT) i ong IF' a IIII it ie:!3
<br />D S000p ono E) 000ncl co no st 000ro of t000c ono of op or""'iv at e st to i 000r, rys 1 'OOI fts a n (1 la n tol 00 ngs “i?,11 r e s oti b et tc O!'
<br />llowi rig st rid a ds
<br />11„„„ . it i orw a ys a or) d ifts or -no st riot rorrxc:crrrorrri fra t„„il r" uf(2,,, et or) widt ,orio reside or) t a 1 1 Ea ts 0000 e r
<br />st a Two ys or ay be Eio 'too or cart) orn(E? orc Fri riot° or) e rt i es arid e ritis 1 l'aci [ties e d ion
<br />co rt) ron o if"' a oop ot) or v ,E? d by cooric:i/otF0000naluse peroonn it;
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