1983-12-12
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RUDOLPH E. LAP Aft, P .E.,P .c.
Home:
274 ALL ANGELS HILL ROAD
WAPPINGERS FALLS, N. Y. 12590
Phone: 297-3935
Main Office:
90 EAST MAIN STREET
WAPPINGERS FALLS, N. Y. 12590
Phone: 297-6272
Vecemb~ 12, 1983
Town BoaJtd
Town 06 Wapping ~
Mill S:tJteet
Wapping eJL6 Fa.U6, NY. 12590
RH Gayle ClUlUCU SubcUvi.6ion
Compfuin,t by F lOJtence & HMOld MiU~ -
N~ Hackel16ack Road
VealL BOMd MembeJL6:
On Vecemb~ 8, 1983 OUlt of.,6ice WlUl hand dei.1.v~ed :the end0.6ed le;t;t~
6Jtom MJt. & MJL6. Mm~. The1Jt conC~116 06 COWt6e w~e :the concVtI16 06 the
Planning BOMd, Highway Vept. & the EngineVt to the Town. To:that end we
JtequeAted a le;t;t~ nMm the Pltoject' I.:, EngineeJt to lUll.:,Ulte U6 that no pltob.tem
will occUlt ( a copy 06 a le;t;t~ nMm the Engine~ iI.:J a:ttachedl. The. vaJUOU6
l.:,a6eguMd6 06 the Planning BOMd appltovat togeth~ wUh the EnginnVt'1.:,
lUll.:, Wta.nCeA (I.:, ee .tlUlt pMa.glta.ph 06 hit, le;t;t~ l iI.:J noltma.Uy adellua.te to plteven.,t
any pM b.tem6. .
It iI.:J OUlt opinion that a d0.6~ than U6ud contltol 06 the Town'l.:, BuU.cUng
Vepa.lttmen,t on the Veve.e.op~' I.:, opeJUU:..i.OI16 might be incUca.ted.
REL/I.:,I.:,
CC: MIL. Ken Cltol.:,hi~, Supt. 06 lii.ghwayl.:,
MIL. Hal16 Gund~ud, BuU.cUng Il16pectolt
MIL. & MIt/.:,. HMOld MiU~
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PAGGI & MARTIN
Consulting Engineers & Land Surveyors
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82 Washington Street,
Poughkeepsie, New York 12601
914-471-7898
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August 5, 1983
R~F:(:'E l\ p.
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Rudolph E. Lapar. P.E., P.C.
90 East Main Street
Wappingers Falls, New York 12590
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III Ii i Ij ;..j .
/';ffu..x 1}1 I "I;., .
Re: Casucci Subdivision
Hackensack Heights Road
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Dear Mr Lapar:
Relative to the drainage from the above referenced subdi-
vision, we have evaluated the property with respect to the
present composite "c" factor (runoff factor) and the future
"C" factor. Our findings are as follows:
Present Site:
Wooded Area 3.2 acres @ C = 0.3
Wet Area 0.2 acres @ C = 1.0
Composite "C" 3.4 acres @ C = 0.34
Future Site (Developed) :
Wooded Area
3.2 acres @ C = 0.3
Roof Area(4500 sf)0.10 acres @ c = 1.0
Driveways(4000 sf)0.10 acres @ C = 1.0
Composite "C"
3.4 acres @ C = 0.34
The future site would reflect eliminating the standing water
on the site and piping the northerly side of the subdivision
to the drainage ditch along Hackensack Heights Road. As can be
seen from the above calculations, the net effect of generating
additional runoff from the site after this change would remain
about the same. If you have any questions, please contact me.
Very truly yours,
/:J - --4
~7?~_a~
Ernst Martin, Jr., P.E., L.S.
cc: To~n of Wappin~~r Planning Board
T 3. / ~ - /3 - t:3
Joseph E. Paggi. Jr., P.E. Ernst Martin, Jr.. P.E.. L.S.