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March 3, 1997 <br />�linnesota Department of ��atural Resources <br />Mctra Waters, 1200 Warner Roa� S� Paul, MN 5� I06-6793 <br />Telephone: (612) 772-7910 Fax: (6 i2) 772-7977 <br />Ms. Pam Sheldan <br />City of Mounds View <br />2401 H�ighway 10 <br />�Iounds �ew,1�AI SS I 12 <br />Re: Projec� R��riews, PCJD's <br />Dear �s. She(dort: <br />The DNR recently receiveri two development proposals for parcels in �he city. Neither one <br />appears to impact the DNR protected wafers on sit�. <br />Conce�tual PUD plan 4 D.W_ Jones, Wetlarid 62-258 <br />`,'� The pro�ect wi1I crea�e a high degree of impervious surface. '�he plans do not show the <br />locations of any treatment basins. <br />Anthony Properties PUD, Wetiand 52-I�1 <br />The DNR has detennined an ardinary high water elevation of 895.8 feet. The sat� plan <br />does nat show enou�h iopographic detail to determine i� encroachment will occur. The <br />wetland delineation shows "bottom �94-895 feet." DNR permit nales prohibit <br />development fills below 895. $ feet. <br />On both of thes� projects we suppart tile city's buffer re�uir�ments of l Od %et. If encroachment <br />is allowed, additionai plantin� sttould be considered. The buffer should remairi zu�mowed and <br />natural. If en�anc�ment of the buffer is allowed, r�ative s�ecies of grasses and wildfiowers should <br />be considered. <br />The foliowin� comments are general and appIy to aIl proposed developme�,ts: <br />a. Appropriate erosian coratrol meassures should t�e t�aken d�ariaig the construction <br />periad. The �innesota Constnxction Site Erosior� and Sediment Control Pia�ing <br />Handbovk (Board of Water � Soii Resources and Assoctiatior� of �fe#ropolitan and <br />Sail and Water Conservation Districts) �uidelines, or their equivalen�, shauid be <br />follovv�d. <br />DfvR Intormation: bl?-'_'?6-61�7. 1-3Q0-�hb-n00(3 • TTY: 61"_-_'96-�a�is. 1-8�0-f��7-39?0 <br />�n Euuai Opoununm Emoi„�rr Prinseu ��ie Rcc}cied P�or: C.mc��mne � <br />Whu V�iucs Df�rni�c �� \1in�mum c�i tU<< Pm�-Canwmer t�;�1cr <br />