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- .AT yVJjUtak '^*-'i?iA siii«> jT;-/A(^«/^tjoo^gUP2.<i>y 4 __,_2.S,:2X!4* <br />- - ■:; i-.f*6-: <br />__M?),-0L9-±mmtm <br />R". r:mm <br />:^_.=_______ <br />__2^0^_?5 -»”C.- <br />ll« <br />iE.*'tiia:y <br />-t- <br />Si®:- <br />Rr- •'•cR4i^ <br />: .’V<‘''-^” <br />JieSJZ^A <br />'■^ ..?.yv?_.c/- <br />SLL^: <br />,^S3}0-iA <br />iVN^ <br />,-. '■ . •• <br />■ ••;r:rr <br />:f-vm <br />i<: • -;vi ■' <br />■'a Rv R <br />mM <br />W.’ 'V , 'V ' A.-.. -:^-. <br />.1 IW- ■ ■;:: . V. -v>A*iRhARii :’.' r' ■' . y . > i; , - RR <br />! •• •, <br />m&mmp, . ■- '.' '»• ite;:yaiimmS^lX - .". "y.3iiWm§:iiii: -.!■.. .^VV.^,y . . ...^ ■:-#RRvR<>: ■'■ ■ ■'!iswf®i iaHi <br />Ri ' -v. <br />■;; .--V.- .'••> •'■ *•' <br />•?. R-- ■•■^R--,- .-' vR ►■•* <br />r.r <br />Tot J«ann« A. Mabusth, Building ft Zoning Administrator Miehaal P. Gaffron# Asst Planning ft Zoning AdsilnistratorBmtosMay 5» 1989Sobjmets *1405 Thomas 6. Colwsllr 2640 North Shore Drive - Proposed Preliminary Plat - Site Evaluation ReviewHaving reviewed the site evaluation submitted for the above <br />referenced plat» I would make the following conments: <br />1. Testing was done by SP Testing Inc. Primary and <br />alternate sites were located on Lot If Block 1» and Lot 3» <br />Block 1. A single site was tested on Lot 2r Block 1. <br />2. Lot 2 contains the existing residence known as 2640 <br />North Shore Drive. That residence has had a failing septic <br />system since at least 1986. Since that system has never <br />been repaired* the tested site will have to be used <br />immediately. A new alternate site should be tested at part <br />of this subdivision process. There appears to be ample area <br />just north of the proposed primary site to support an <br />alternate site. <br />3. The proposed drainfield sites on Lot 1 contain suitable <br />soil conditions for a standard trench drainfield system. <br />The primary and alternate sites are adjacent to each other. <br />Adequate setbacks are maintained from both the proposed lot <br />lines and from the existing wetland. <br />Note that Lot 1 abuts Old Crystal Bay Road* and apparently <br />is intended to gain access to Old Crystal Bay Road via a <br />driveway 800' in length. There are two municipal sewer <br />stubs available to Lot 1 at Old Crystal Bay Road* however* <br />it is my understanding in discussions with the site <br />evaluator and surveyor that it will be more cost effective <br />and less disruptive to construct a septic system than to <br />attempt to make this extremely long connection. <br />4. The primary and alternate sites on Lot 3 are near the <br />north end of that lot* and would require mound systums due <br />to a seasonally high water table located as near as 32 <br />below the surface. The primary and alternate sites are <br />adjacent to each other on a slope of 4-6%. Ample room <br />remains for location of a fairly large residence with the <br />typical amenities on the 2+ dry buildable acres in this lot. <br />5. Similarly* the primary tested site on Lot 2 requires a <br />mound system. This site is located at the southerly end of <br />the lot* on a slope of 3-6%. There is no conflict with the <br />existing well* and I would anticipate that testing will find <br />a suitable alternate site directly north of the proposed <br />primary site. <br />hmm i» <br />^-,0; A imm mmrn <br />jfc- <br />I'p^Rr'cR-;;■ -/R ^ <br />R -: .'':v <br />„ .V ':> • , V ■ V Ai-R,•>%/■ - s <br />k.RRj 1=?^*aV;-V'‘.R./ V. <br />m:wmmm <br />mmmm <br />|r' R -IR. . . <br />mimmmmmwmmmmi ...... <br />Ail <br />m mmm