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NO THS ON NR ey . | December 5, 2017: To § permita¢gection.dwg
+. FACILITY: WEBSTER SQUARE PERMITTEE: KIMCO WEBSTER SQUARE LLC bee oN APPROVED BY
PERMIT: | DES—SW—7P—95-004 TYPE; UNLINED LANDFILL aa
2. NO CHANGE TO APPROVED CLOSURE PLAN OR POST-CLOSURE MONITORING IS PROPOSED BY SUBMITTAL OF THIS APPLICATION. THE PURPOSE IS TO ALLOW LA _— ——
SHORT-TERM DISTURBANCE AND RESTORATION OF THE EXISTING CAP FOR STRUCTURAL UNDERPINNING NECESSARY FOR BUILDING STABILITY. :
3. CROSS SECTION IS NOT TO SCALE, BUT REPRESENTS TYPICAL CONDITIONS OBSERVED IN THE CRAWL SPACE WHERE STRUCTURAL: SUPPORT IS COMPROMISED. a Kimco Webster Square, LLC KIMCO0005
4. PILES AND PILE CAPS BASED ON DESIGN PLANS PREPARED BY MORRIS & RITCHIE ASSOCIATES, INC. ENTITLED "WEBSTER SQUARE BUILDING UPGRADES” ISSUED LOCATION DRAWING NUMBER
1/2i/i7. Webster Square Shopping Center
5. EXISTING CONDITIONS 8ASED ON FIGURE E~1, TYPICAL SLAB CROSS SECTION, FROM "CLOSURE PLAN, DEMOLITION DEBRIS LANOFILL, FORMER BLUE LINE 256—268 Daniel Webster Highway
EXPRESS SITE” BY GOLDBERG, ZOINO, & ASSOCIATES DATED JANUARY 4990. Nashua, New Hampshire a
