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PAGGI & MARTIN
Consulting Engineers & Land Surveyors
54-56 Main Street
Poughkeepsie, New York 12601
9 14-47 1-7898
December 26, 1995
RECEIVEfJ
DEe 2 8 1995
SUPERVISOR'S OFFICE
TOWN OF WAPPINGER
Town Supervisor
Town of Wappinger
P.O. Box 324
Wappingers Falls, New York 12590
Attention:
Reference:
Constance O. Smith
Engineering Services - 1996
Dear Supervisor Smith:
Please accept this letter as a formal request from Paggi & Martin,
Consulting Engineers and Land Surveyors, to furnish engineering and
surveying services to the Town of Wappinger for the calendar year
1996.
As you know, our firm has supplied the Town these services for the last
ten (10) years, and would very much like to continue to provide these
services.
It has been a pleasure working with you and your administration the
past year, and we look forward to working with you and the Board
Members over the next year.
I have enclosed an hourly fee schedule for your review for 1996.
If the.re are any questions or ~omments, please do not hc~itate to
contact me.
Very truly ~~.
oseph E. Paggi, Jr., rL
JEP:law
Enclosure
Joseph E. Paggi, Jr., P.E.
Ernst Martin, Jr., P.E., L.S.
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~~ printed on recycled paper
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PAGGI & MARTIN
HOURLY FEE SCHEDULE
FOR 1996
TOWN OF WAPPINGER
Principal
. . . . . . . . . . . . . . . . . .
$ 75.00
Senior Engineer
..........
$ 64.00 - $ 67.50
Junior Engineer
. . . . . . . . . .
$ 58.50 - $ 61.50
Draftsperson
. . . . . . . . .
$ 48.00 - $ 61.50
Survey Party Chief
. . . . . . . . . . . .
$ 59.50**
Survey Instrument Man
. . . . . . . . . . . .
$ 59.50**
Clerical . .
. . . . .
. . . . . . .
. . . . .
$ 35.00
Construction Inspector
. . . .
. . . . . .
$
0.00*
* Amount to be determined by the salary of the
construction ins~ector based on experience and/or
education.
** Municipal Public Work Surveying to be paid at the
prevailing wage rate set by the New York State
Department of Labor.
PAGGI, MARTIN & DEL BENE, LLP.
CONSULTING ENGINEERS AND LAND SURVEYORS
56 MAIN STREET
POUGHKEEPSIE, NEW YORK 12601
PHONE (845) 471-7898/ FAX (845) 471.Q905
Memo
To: Hon. Joseph Ruggiero, Supervisor- Town of Wappinger
From: Peter J. Paggi P1rP
cc: Town Board: File
Hon. Gloria Morse - Town Clerk
Hon. Graham Foster- Town Highway Superintendent
Building Department - Town of Wappinger
Albert P. Roberts, Esq.
Michael P. Tremper, CAMO Pollution Control,lnc.
Daniel O'Connor, P.E. - Dutchess County Health Dept.
Date: 03/11/02
Re: Typical Sanitary Sewer Lateral Detail
Enclosed please find one (1) copy of the Final revised "Typical Sanitary Sewer Lateral Detail" to be
used for all future residential installations in the Town of Wappinger. The Detail has been revised as
per the comments received from all interested departments.
Please feel free to contact this office with any questions or comments.
Thank you.
RECE.\\JED
M~R \ '1. '}JJG'L
,OWN CLERK
. Page 1
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GRAVEL COMPACTED
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CLEANOUT DETAIL
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APPROVED
RUN-OF-TRENCH
(NO PARTICLE >4")
COMPACTED IN
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SECTION VIEW
SCALE: 1" = 2'. O.
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EXISTING
PAVEMENT
EXISTING
PAVEMENT
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MINI UM
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6'eEL WTO
TOP OF PIPE
PROPOSED 4" 0 P.V,C, (SOR-35)
SANITARY SEWER LATERAL (TYP,)
(ASTM D 3034) AT 2.0 % MINIMUM.
[I
THE NEW PVC LATERAL SHALL BE
CONNECTED TO EXISTING HOUSE
SOIL LINE WITH A "PROFlEX~ SERIES
3000 COUPLING AS MANUFACTURED
BY FERNCO, OR OTHER APPROVED
FITTING, CONNECTION SHALL BE
MADE APPROXIMATELY 5' FROM THE
OUTSIDE EDGE OF THE HOUSE.
THE EXISTING PIPE CONNECTION TO
THE SEPTIC TANK SHALL BE
EXCAVATED AND REMOVED (SEE
NOTES BELOW), -
\EXISTI
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o I EXISTING 4" .4" WOOD
a: STAKE MARKING THE END
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<( v' PROPOSED 4" l2l P.V,C, (SDR-35) SANITARY SEWER 1
LATERAL (ASTM D 3034) AT 2.0 % MINIMUM,
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G SEWER, CLEANOUTS SHALL eE PROVIDED AT .
L(TYP,)\ ALL PIPE BENDS, AND AT A MAXIMUM '\
SPAC11\1G OF 75' ON ALL STRAIGHT---
RUNS, UNLESS OTHERWISE
APPROVED BY THE ENGINEER, THE
MAXIMUM PIPE BEND ALLOWED
SHALL BE 4Se. NO goe ELBOWS
SHALL BE PERMITTED
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PLAN
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SCALE: 1" = 20'
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FIRST FLOOR ELE~A~ION
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PROFILE VIEW
SCALE: 1" = 20' (HORIZONTAL)
SCALE: 1" = 2' - 0" (VERTICAL)
CONSTRUCTION NOTES:
1, Installation of individual residential sanitary sewer laterals shall require that a permit be obtained from the Town of
Wappinger Building Department.
2, The Applicant shall be required to make all arrangements with the Town of Wappinger Building Department, includin
scheduling of all site inspections. Any work performed without proper inspection will need to be redone in the
presence of the Town inspector, Any work within Town Road right-of-way must be scheduled in advance with the
Town Highway Superintendent.
3, No trench shall be backfilled until such time as the Town Inspector has had adequate time to inspect each pipe joint.
4. The Applicant shall be responsible for contacting the Underground Facilities Protection Organization at 1-800-962-
7962, for an existing utility mark out prior to the start of any excavation,
5, All sanitary sewer piping shall be a minimum 4" diameter P'v,C, SDR-35 (ASTM D 3034),
6, All sanitary sewer lateral piping shall be laid et a minimum grade of 2.0% (1/4" per foot),
7, The Applicant shall be responsible for Installing c1eenouts on the sewer lateral at all bends, and at a maximum
spacing of 75' on all straight runs unless othelWise approved by the Engineer, The maximum pipe bend shall be 45"
No 90' bends shall be permitted.
8, The Applicant shall be responsible for complying with all applicable OSHA regulalions for trenches in excess of 5'
depth. All ditches/trenches shall be adequately dewatered prior to pipe installation. Pipe shall never be laid in any
groundwater condition, whatsoever. The open end of the sewer lateral shall be kept plugged at all times, and shall
not be used to deweter the trench,
9, If unsuiteble and/or unstable subbase conditions are encountered, additional crushed stone bedding materiai in
excess of the 6" minimum shall be placed prior to pipe installation,
10. There shall be no roof drains, footing drains, sump pumps or any other extraneous source of flow tied into the
sanitary sewer lateral.
11. The existing septic tank (if any) shall be pumped out, the top and bottom broken out, and filled and compacted with
clean sand or stone fill in accordance with all applicable Dutchess County Health Department codes.
12. The appropriate lateral connection to the existing house soli line shall be made approximately 5' from lhe outside
edge of the house, with a "PROFLEX" Series 3000 coupling as manufactured by Fernco, or approved equal.
13,AII work shall be performed in accordance wllh accepted standards and practices to the satisfaction of the Town
Building Inspector, the Town Engineer, the system operators, and the Dutchess County Health Department.
14,AII sewer laterals shell be 10' minimum from existing water lines, with 12" minimum separation at all crossings,
Sewer laterals shall be 25' minimum from surrounding wells,
15,AII household wastewater shall be discharged to the Town sewer system, Including seepage pits/drywells, etc, (ie: fa
washing machines). All such seepage pits/ drywells shall be abandoned similarly to the septic tank (ie: pumped and
filled. Intemal and/or external pi in modifications ma be re uired to connect them to the central sewer facilities,
SCALE: DA TE:
TYPICAL INSTALLATION DETAIL
PREPARED BY:
PAGGI, MARTIN & DEL BENE, LLP.
CONSULTING ENGINEERS AND LAND SURVEYORS
56 MAIN STREET
POUGHKEEPSiE, NEW YORK 12601
u@w~
AS
NOTED
3/07/02
SANITARY SEWER LATERAL
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