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Home My WebLink About20210755 269 Broadway Site Plan Power Point Presentation-SEQR & Engineering Issues • • re iminar or s SE R A rova I was based u on Q pp p I naccu rate I nformation • Geotechnical report : — did not address the below parking — did not address the groundwater • For deta i Is, see very serious i n -depth issues i n Public Comment Th rou h Pu bl ic Com ment to the � En ineerin De artment � � p • New Geotechnical Report has been provided by Applicant . Still incomplete . • The new report verifies the SEQR approval was made without the correct i nformation . SE R d id not add ress rou ndwater � ._ �.. � s,,.. ' Ground floor level 297 Broadway 298 to 302 Hamilton St 293 to 295 Groundwater level 290 ":1at-Lo�vest parkinp level 278 � E,7ttqm;f c�x�a��:a;�pr l��vcl Z�'? ��cfrock elevat�,o�n 2G4 to 2ut? � � . .t� � . ri: �` �� a. `:+�, �i; � �, . . f� �. c ��J. ,��. f�.y.`�}�s� �'� • � ' �\ �t ��. � 4 . s �� ' 'a' " ..' �. Ti�. � ' .J.. ��J "' , • � :��e '. � . ��, `ti.� �;� 4.�i��J�� ,. ��'. 4.�• ., ' • - �' ' . .' _} N " .�^' t � „ A ♦� ',- . ' t. - I , ! .�'' o t L +'� �' •i� � � "• 'i�� , y�� L� �'ti I'. f E A -t�� ^� t � � � . � '�� t r Excavacion support 6 y f� � r t � r� f�� f ,� �� y 5 R >',. Z 'r` y, �',f� r' �i , •>' ��^'� �• 7 ./s:.� T.. a ,1!�� . �f��. j Y,. t ,S!�7 ;lr�.: � �a ti. �.� 7 -.'./�� 1 - . � •r r•r�{' ;� i, '; driltledintobedrock �` •SF w.K� , �3� f -i'4 ` ,,��{, � '< r • -4! '�,,f . � . �y t � -�`F =�.�k` •' " it •�, �•t,y�� 3.�� ..�a Y. . � G �?. i.,✓ . �, ��t�t .1! �.�,t . �'!f J^' i � . •� .. � y .v �.r't t!}li,•,� "„`�►..�. .,.. . '��rti >.�IL .P�- • �ri->yI� -P '�.. \+�i�',�v�- ' tii►�'` 'y.f�, . r . . v.• ��j. : �� •ti-'\M . � 7� n ) �` # F. y. �. r ��:�, { n� : �ti � r� .�• .ti � t�j.,� P � �i �r� ! ,ry,�1 f �i'J' .�► � .f 'lr,�i! �/ a .. . �P './��t t ��/•4� � � O .Ir,�i f �/ i� � r •!i:� .. i� 1t; ' ��t,�'. v ,3 + �fO I 'r�f ,�(. v, 3 i f te �� S- I'C ]� i'��" �..'• f t �� 1� 'C'� �� C � 'l� Y`�� 1 I't ' � ��:";�•.�.=. �.l "'� '�1.f�� ..� . '","'S'�ra'��f ��.�� *� �J..i.,s`�,a'� ''eX.�,� ; r.+r., ;�'�'.� 1. �tr.�.e � °.J '+ry ;�`� � ..it, �i ' +J "'?��.�"�� 7•� �•' { � �� .1� 1�IJ i �e' . ,l.� ! •lti'�� ♦ `, ��..`i.? i �� .a: ' 7 ,i,. �%+.•? ♦ �, •M� �,�%�. q � , ��f�.. � +� •: .r�` '- .L_.•[-,tSti.,,s. �--•'"r` ' ..�r'�'_:�J["l.'S :.t, :-_.. �.�;_ /("l'.1 •1c. �'4�_, '+., / 1. .t � ...:... .. �-'.- ,�„ ..,- i ' f '�'' " t .�` •"�J'��.-1� -:S !t, l_ '`r' '�J__.•�1�� 'SS. ♦._ ��'` • T.I". 1�� 1 1t. �_,.-sr' �'�`Y.J'1, r n w r ff G ou d ate a e ts c • Dewateri ng — sewers, streets, ad jacent buildings, utilities • Deep excavation — shori ng streets a nd uti I ities, heavy equipment, rock drilling & vibrations • Handling and transport wet material - 1700- 2000 trucks SE Rdid notaddressthedrillin � : � _ Hamilton � � St. Drilling: . ,�,7.3��,,,v z9sto�o� Broadway 25 to 31 ft "am''r°�s"9�`°";. through � Drilling: 30 to soil then ? k��`., ,�. , :� � � � , ��:,� ,- , . r��-� � � :� , � ; 38 ft through . � . � , ;. ,. , , ,1 ,�S�✓ t 4 S3 /� '�t�� / .y i� � 1 L�� r4� t- s o i I t h e n ? ft . .. . ,l . �'. . \ .T' 4 7. y'. �. .. .. . j+s<. . �. . ,. . . .. ft into ` � � � Unknown drilling for mat slab Excavation support i n t o b e d r o c k b e d ro c k into bedrock 100% of the perimeter is to be drilled into bedrock and the building area dewatered. Eff f R k Drillin ect o oc � • Vibrations to surrounding properties ? • Affect on aquifer? • Affect on previous spri ngs i n the a rea ? Construction I ns ections — p Needed Full -time • Pre-construction assessment of City and private facilities • Earthwork • Vibration monitoring; set acceptable limits A New SE R is Needed • This project has technical issues related to the construction unlike any in Saratoga Springs. The City is unaware of any buildings built so far below the water table. • The City Engineering Department, The Planning Department, The Traffic Department, and the City's consultant CHA are all telling you there are technical issues to be corrected and resolved. • CHA's letter dated 3-8-2022 not only agrees with these issues but recommends a full evaluation in an expanded geotechnical and engineering study prior to Planning Board action.