BEAVER BROOK ESTATES CLUSTER DEVELOPMENT EVERGREEN ROAD, NORTHAMPTON, MA MARCH 13, 2008
BEAVER BROOK ESTATES PROPOSED • • 24’ WIDE PAVED CUL-DE-SAC (CHESTNUT AVENUE) 15’ WIDE LOOPED COMMON DRIVEWAY 25 NEW RESIDENTIAL UNITS & 4 EXISTING UNITS TOTAL DEVELOPMENT LOT AREA = 28. 05 ACRES
EXISTING AND PROPOSED TOWNHOUSES • (2) PROPOSED ONE UNIT TOWNHOUSES • (1) EXISTING FOUR UNIT TOWNHOUSE • (1) PROPOSED GARAGE FOR FOUR UNIT TOWNHOUSE
PROPOSED SINGLE FAMILY UNITS – ALONG PROPOSED CHESTNUT AVENUE • (14) DETACHED SINGLE FAMILY UNITS (LABLED 1 -14)
PROPOSED SINGLE FAMILY UNITS – ALONG PROPOSED COMMON DRIVEWAY • (9) DETACHED SINGLE FAMILY UNITS (LABLED A-I)
PROPOSED BIKE PATH CONNECTION • THE PROPOSED BIKE PATH WILL CONNECT TO THE CITY OF NORTHAMPTON’S FUTURE BIKE PATH • A BIKE PATH EASEMENT FOR THE BENEFIT OF THE CITY OF NORTHAMPTON HAS BEEN GRANTED BY DEVELOPER (BOOK 9109 PAGE 48)
PARCEL A • PARCEL A IS A 25. 43 ACRE PARCEL OF LAND TO BE CONVEYED TO THE CITY OF NORTHAMPTON.
PERMANENT CONSERVATION RESTRICTION AREA • • EXISTING PERMANENT CONSERVATION RESTRICTION WITH AN AREA OF 40. 95 ACRES BOOK 9109 PAGE 58
PLANS – MARCH 12, 2008 • GENERAL SITE PLAN – SHEET 1 OF 4 • SITE GRADING/TREE CLEARING PLAN – SHEET 2 OF 4 • SITE GRADING/TREE CLEARING PLAN – SHEET 3 OF 4 • SITE DEVELOPMENT PLAN FOR TOWN HOUSE BUILDINGS – SHEET 4 OF 4
JURISTICTIONAL AREAS • NO WORK PROPOSED • WITHIN 200’ RIVERFRONT OF MILL RIVER OR BEAVER BROOK • WITHIN THE BORDERING VEGETATED WETLANDS • WITHIN THE VERNAL POOLS • WITHIN THE 100’ BUFFER ZONE TO THE BORDERING VEGETATED WETLANDS AND/OR VERNAL POOLS
STORMWATER MANAGEMENT • A STORMWATER MANAGEMENT PERMIT WAS ISSUED BY THE NORTHAMPTON DEPARTMENT OF PULIC WORKS ON 9/27/07
WATER HYDRAULIC ANALYSIS BY DEWBERRY-GOODKIND, INC. DATED 2/29/08 CONCLUSION • AS SHOWN IN TABLE 1, THE MINIMUM FLOW OF 533 GPM AT 20 PSI IS AVAILABLE THROUGHOUT THE DEVELOPMENT.
TRAFFIC IMPACT STUDY REPORT BY VHB, DATED 1/9/07 • THE PROPOSED RESIDENTIAL DEVELOPMENT WILL GENERATE APPROXIMATELY 274 DAILY TRIPS; • DURING THE WEEKDAY MORNING PEAK HOUR APPROXIMATELY 26 VEHICLE TRIPS (6 ENTERING AND 20 EXISTING) ARE EXPECTED, WHICH IS EQUIVALENT TO LESS THAN ONE CAR EVERY 2 MINUTES; • DURING THE WEEKDAY EVENING PEAK HOUR APPROXIMATELY 30 VEHICLE TRIPS (19 ENTERING AND 11 EXISTING) ARE EXPECTED, OR APPROXIMATELY ONE CAR EVERY 2 MINUTES;
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