2007-204TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
Permit Number:
Community Development -Building & Codes (518) 761-8256
BUILDING PERMIT
P20070204 Application Number: A20070204
Tax Map No: 523400-226-019-0001-089-000-0000
Permission is hereby granted to: LEWIS & JOAN STONE
For property located at:
192 LAKE Pky
in the Town of Queensbury, to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: LEWIS & JOAN STONE
LAWRENCE & DOUGLAS STONE Septic Alteration Residential
192 LAKE PARKWAY Total value
LAKE GEORGE, NY 12845
Contractor or Builder's Name /Address
CRANDALL CHRISTOPHER
WOODCHUCK HILL ROAD
LAKE GEORGE, NY
Electrical Inspection Agency
Plans & Specifications
2007-204
SEPTIC ALTERATION RESIDENTIAL
$25.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Sunday, May 04, 2008
(If a longer period is required, an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Took ueensbpi~y; Fri)da~, May 04, 2007
SIGNED BY /'- '¢ ! ~~ for the Town of Queensbury.
Director of Building & Code forcement
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`-i:.L-.E~. ~q- f .~.~~i.._OFFICEUSEdNLY,~~..rr ...................-- %-RE~~~If~~ ~,
1 AX MAP N0. < PERMl7 NO.~~Il~' PERMIT FEE_S~`~
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l PPROWALS: zONiNG T01NN CLERK ~ ' f ~' `-~ ~ ~ ~~~ ~
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A nPLICATION,FOR SEPTIC DISPOSAL SYST'~M FERMIl LNG AND CODE
A C iif1MIT MUST BE 08TAINED 6EFORB WORK 9EOIN8. APPLICATION IB BVe.IECT TO tiElliE1N BEFORE ISSUANCE OF A VALID
PEI !MR.
~ vt=R: m ~~t~/t~L n . GGA ~~ ~ INSTALLER: ~hf~'~f' (~ _ C~y~~
ao ~f:ESS-~ y~ ~/~~j,~//}%~ AopRESS: ~y~j `
PH~ tNE NOS._ ~O ~'~ ,1r 1' /Use /~P~HOQNE Nt?S. / 17 `-' t~}J 1
LOS ATION OF MISTALLATIQN: / 7 L. ~/j~~ /~~I~/~~ir~~TY /9~f~%~~~Qpl~f/r
RESIDENCE
INFORMATION:
YEAR BtALT BSS X ~U'TATIONe = 'DOTAL DAILY FLOW
1580 or oleer' X 750 pa~tan per ttodreom ~
1917 -7997 I[ 720 gallon per ttedroam
1992 -Present X 110 ~IIDn p9r bldrODnr a
PAI .CEL INfORMATtt7Nt
GARBAGE GRINDER
INS'r'ALLEp7 l~(C7
SPA OR MOT TUH
N75TALl.ED? fJt7
I TDPOCRAPFfV: FIAT ROLLING, 9TBEP SLOPE 76SLOPE
/ 4ntr traTL tpe• SAND X LOARe ~ CLAY OTHER
SE3t?lk1DWIATI?R: AT YNiAT pEP'TN? BE AT WHAT DEPTH?
~ DOMESTIC tNGITER SUPLV: LJ~K~
MIM~tICIPAI. WEL! (Y waq: wif•r atlppfy ttom anY seP~ slW++o apeorptlon N:__~
~ PERCOLATION i_sr• RATE IS PER MIiNUTE PER INCH (PEST TO BE COii~LETED 8Y A LICENSED
PROFESSIONAL. ENGINEER OR ARCHITECT)
Plt~ 1POSED SYS7>=M FOR NEW t~N$TRtiCT~N: All inelividtloti srlnwpgp d9pa~ sytatar-s must be designed by a (ioaneed
Ora ~ssiortal sngtnesr ~ arC+iroa iuMaw ir+9islNed in a Planning Boats approved gubdivfsion}.
TA K~SIZE: ]~Q C~,4i,LON (MiM. 3iZE !S 1,Op0 CiA1.j A~1218 gafbrrs M the size of the septic tank for
each garbage g7indpr, spa or whirlpool tub.
SY
j) I-BSORPTI~N FIELD (WITH N0.2 STON1ry Total length tt. Each trench X
n SEEPAGE PIT{S) {WfTH N0.3 STONE) How marry? _ Size?
ALTERNATIVE SYSTEM Bed ~ other type? ~/ L/!/-~/9//~/QE1S ~ !./fTS~ 2~ ~ rf ~
o HOLOtNG TANK SYSTEM Total required c.)IpL7city? TaNc size? Number of tanks?
NO• t:: AtAFg1A SYSTEM AND ASSOCIATED ELECTRICAL tMQRK MUST 8E INSPECTEp BY A TOWN APPROVED ELECTRICAL,
1N5 t:GTtON,4t!<FNCY. PLEASE REVIEW UST PROVIpFD.
For law Win. P~ note that ptrsuant b Section 138.29 of the Cade of iha Tpwrt of Queens6ury, any pem-it ~ approval
play ltd arlligft is tined upon or is granted in nliartoe upon any rrtatM+al n-nreprseelttation or fsMlxa to maka a rrlatoriel fact or
ci-c wnstanoa known by or on behalf of an apgtiOpnt. shall be void.
1 ha h: read the regulatlpne with rasped 1o ttl~ applicstlal and spnW 4t16ST10NS 7 CALL 7t7J266 OR EMAIL
M a tide btr >tless and al! rprlu~@nix M ills TOtm of OlMensbtxy cadesADc ueenehurv. net
Ear Cary a D• tlsal O
NSiT OtlR tlY6B8tlE FOR MORE INFORMATION
~ ~~ /~ ~ www.aueenabur_r,net
$i attaGlJre of Parson Resptsnslble Otto ` V .
s Tozmz of (~rreer:shln-y • CoturllYUfity 1>L~uelo~rrlet:t Uff~ce • 742 Bin/ Resrtd, Qlreertsl~LCrl~, NY ~ 2804
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7~s ~3d7
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering Phone: (518) 745-0307
Fax: (518) 745-0308
May 5, 2007
Mr. David Hatin
Town of Queensbury, Buildings & Codes
742 Bay Road
Queensbury, NY 12804
Reference: 192 Lake Parkway, Michael DellaBella Jr.
Dear Dave:
In accordance with our recent discussion, enclosed please find three prints pf the
revised design plan for a replacement septic system at the referenced residence.
Please contact me with further questions or when a permit is available.
Regards,
G. Thomas Hutchins, P.E.
Septic Inspection Report
Office No. (518) 761-8256 Date Ins n request received:
Queensbury Building & Code Enforcement Arrive: am/pgi~,Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Ins is Initials: JJ L-
_~~ Q ~ ~
NAME: /¢ PERMIT NO.:
LOCATION: INSPECT ON:
RECHECK:
~~.\
Soli T :Sand Cia
T of Water: Mun ci I Weli Water
Waterline se ratbn distance ft.
Well separation distance
Other wells: ft.
ft.
Abso Field: Total len ft.
of each trench ft.
of trenches ft•
Size of Stone
Pits: Number
Size: x
Stone Size•
pi i Size
Buikli bo tank ~%
Tank tzi ~
Disiribut(on Box to Field Pit
O i Sealed: Y N Partial
End Ca
In Outlet Pi & Baffles Y N
Location rations
Foundation to tank ft•
Foundation to abso on ft.
Se ration of Pits ft•
Conforms as r Plot Plan Y N
E sneer Re rt and As-Built Y N
Location of System ~ Property:
Front Rear Left Side Right Side
~~~~ ~~-~ k ienJ G~.~
di~~~
Middle Front Middle Rear ,,~~/Q'~`( ~~~~
Svstem Use Status:
Partial Approved and needs to be re-inspected, please call the Building & Codes Office
Disapproved
Last revised 021006
Last revised 1/6/OS
'~~~'1
Septic Inspection Report
Office No. (518) 761-8256 Date Ins request received:
Queensbury Building & Code Enforcement Arrive: '. am/~m Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspecto Initials: ~---
NAME: PERMIT NO.:
LOCATION: INSPECT ON:
RECHECK:
Soli T :Sand Loam Cla
of Water: Munid 1 Well Water
Waterline se ration distance ft.
Well separation distance
Other wells: ft.
ft.
Abso Field: Total len ft.
of each trench 2 ft.
of trenches ft.
Size of Stone ~ J~
Pits: Number
Size: x
~' ~Ize:
Pi Stze
Bulidi bo tank ~ ~/
Tank to Distribution Box
Distribution Box bo Field Pit ~--`
i Sealed: Y N Partial
End Ca
In Outlet Pi & Baffles Y N
Location rations
Foundation to tank ft.
Foundation to a ion ft.
ration of Pits ft.
forms as r Plot Plan Y
En ineer Re rt and As-Built Y N
~o u ~ D~ CN ~ , .~,0~1~0 U~4 ~.--
Right /(/a~fk. ~ioC-
Location of System on Property:
Front Rear Left Side
Middle Front Middle Rear
System Use Status:
pproved
Partial Approved and needs to be re-inspected, please call the Building & Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
169 Havifand Road
Queensbury, NY 12804
Hutchins Engineering Phone: (518) 745-0307
Fax: (518) 745-0308
Ma 22, 2007 ~~uvN ®~ ~~Jf~f~NBf~t~f31G
Y ~C~IV1ir+lt~ivi~`Y p~V~I~f~pMENT
I~'~~EIV`~~
Town of Queensbury Buildings Department MAC 3 ~~~~
742 Bay Road Aco ~~~~:,.: ~,~,,,_,,,.
Queensbury, NY 12804 t~ s c ~ _ f~~AfVNfNf3„~„.,,,,
Re#erence: 192 Lake Parkway, Michael Della Bella Jr.
Wastewater System Installation
This letter is to state that 1 have inspected the ins#allation of the replacement absorption
field at the referenced residence. The system consists of 128 LF of Eljen In-Drain Type
Sand Filter Units installed in shallow bed configuration, and a 1000 gallon precast
concrete pump station with duplex pumps, controlled with atime-dosed digital panel.
The existing 1250 gallon concrete septic tank has been reused.. To the best of my
knowledge, the system is installed in general con#ormance with the design drawings.
Surface finishing, including turf had not been established at the time of our inspection.
Attached is a record drawing indicating actual {ovations with dimensions which were
recorded in the field. Should you have any questions, please contact this office.
Regards,
~A
~~~
G. Thomas Hutchins, P.E.
a~-~~
Enclosures
Cc.
Michael Della Be11a Jr.
COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC.
Main Office 176 Doe Run Road - Manheim, PA 17545
MUNICIPAL CERTIFICATE -ELECTRICAL APPROVAL
Permit No.. ....~~ ...... .......!.Ce .
N ~ 9 416 2 Cut-in Card No .....................................
GZG l~ ~C"~C-!~
Owner .....................................................................................................................................................................
Location ......... `.~.. ~'.. L~ /..~.'" .... ~~~ ..........................................~~"uc:~..~.............
Installation Consisting of...°.~'~..~~'~~`~-' ,~~.:!'i:~ /~S 7` ~itJ~7'"/~.rL
......................................... ~~::1~..................................................................................................
Installed By....... ~..`.4~.~~~~~ .............................................. Lic. No...................................................
The conditions following governed the issuance of this certificate, and any certificate previously issued is
cancelled: -
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations, application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege ma ng inspections at any time, and if its
rules are violated, the Company shall have the right t certific ~. ,
Date....'`J.._.~..7.'~..(....... C..1 ............. INSPECTOR .............
..................................................................................
Member N.F.P.A., 1.A.E.1.
Septic Inspection Report
Office No. (518) 761-8256 Date Ins request n:ceived:
Queensbury Building & Code Enforcement AMve: ~ am/p~np~2'v am/Pm
742 Bay Rd., Queensbury, NY 12804 Inspecto s In(dals: 7
v
NAME: KL~'P- ~~G~' PERMIT No.:
LOCATION: _,,.1.~-;~C~~ INSPECT ON: _,~
RECHECK:
Soil :Sand tAam Cla
T of Water: Munid i Well Water
Waterline se ration distance ft.
Well separation distance
Other wells: ft.
ft.
n Field: Total len ft.
of eadt trench ft.
ar# trenches ft.
Size al`
Pits: Number
5lze• x
Stone Size:
Pi Size
Budldi to tank
Tank to DisMbution Box
Distribution Box to Field Pit
O ni Seakd: Y N Partial
End Ca
Inl Outlet Pi & Baffles Y N
t.,ocation rations
Foundation fio tank ft.
Foundation to abso 'on ft.
Se ration of Pits ft.
Conforms as r Plot Plan Y
E ineer Re rt and As-Built Y N
Location of System on Property:
~~,~,~ C~c--E
Front Rear Left Side Rfght Side
Middle Front Mkldle Rear
A~~>e~. -- d ~~
~' ~~ s`~zy~7
c~~
Sim Use StatusUse Status:
proved
Partial Approved and needs bo be re-inspected, please call the Building >~ Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
Septic Inspection Report
Office No. (518) 761-8256 Date Ins n west received:
Queensbury Building & Code Enforcement Arrive: ~ ~ am/ rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspecto s nitials:
NAME: ~~ ~~~ _ PERMIT NO.:
LOCATION: ~ ~~ R iC~U INSPECT ON:
RECHECK:
Soil T :Sand Loam Cla
T of Water: Munid I Weli Water
Waterline se ration distance ft.
Well separation distance
Other wells: ft.
ft.
Abso Field: Total len ft.
Le of each trench ft.
De of trenches ft.
Size of Stone
See Pits: Number
Size: x
Stone Size:
Pi in Size
Bulidi do tank
Tank to Distribution Box
DisMbution Box to Field Pit
O ni Sealed: Y N Partial
End Ca
In Outlet Pi & Baffles Y N
Location Se rations
Foundation to tank
Foundation to abso ion ft.
Se ration of Pits ft.
Conforms as r Plot Plan N
E sneer Re rt and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front addle Rear
Approved
Partial Approved and needs to be re-inspected, please call the Building 8c Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
~!J
~ RECEIVED
JOHN SALVADOR, JR - ~'~'
37 ALEXY LANE
LAKE GEORGE, NY 12845
Queensbury Local Board of Health
742 Bay Road
Quecnsbury, N.Y. 12804
Dear Board members,
June 5, 2007
RE: On site Wastewater
System - 192
Hay Parkway
c~PV
Please recall that the on -site wastewater system located on the premises at 192
Bay Parkway prior to May 4, 2007 was limited to that of a dwelling having a 3 bedroom
design basis. This wastewater system known to have been overstressed in recent years
actually had an infiltration structure sized for less than 3 bedrooms. Now that a recent
supervised peculation test shows that the native soil stabilized at an average peculation
rate of 24 min/in indicating relatively poor native soils from the outset.
On April 30, 2007 Mr. Michael Della Bella, Jr owner, made application fora , ` ~~~
septic disposal system permit at the 192 Lake Parkway location. Mr. Della Bella /~-
represented that the dwelling built in 1992 was built with 4 bedrooms. This statement is i~.,~/,~ t/
not supported by the 1991 building permit application filed by Lewis and Joan Stone and
approved by Dave Hatin. ~'~°~' f ''~'
/~fe.,,~.,L 3 ,~-~,~
Even though it was Mr. Della Bella who made the application fora "replacement"
system, Building Permit No.P20070204 was in fact issued to
Lewis and Joan Stone, Et Al ~~~ `~~ ~Q` `"~ ~" ~'°~`'~~"'~
192 Lake Parkway
Lake George, N.Y. 12845
Fora "Septic Alteration Residential". Knowing that the Stones sold the property
identified as T.P. 226.19-1-89 on Apri14, 2007, is a .Building Permit (P 2007204) issued
to them on May 4, 2007 considered a valid permit?
There are a number of additional deficiencies in the Della Bella application.
These include: „
(1) Depth to Ground Water not recorded. ~ ~ ~~
(2) Depth to Bed Rock or Impervious Material not shown. ~0 ~ ~ ~Jo,~~
(3}Domestic Water Supply does not meet code. L,c~ w~~~ P. .~~/u~w
{4) Perculation Rate is not shown. (,~^~ ~~~ ,~ y ,.,.,,~ S~J~~ ~~ ~~r
(5} Alternate System approved without local Board approval. /4~r-~ ;+~'~I ^jd.l~..~/
The tops of the Elgen In-Drain Units shown on Hutchins Engineering drawing
No. 29248-01 dated last 5/3/07 are shown to be installed essentially at grade. The
configuration of the"Bed" approaches that of a shallow mound offering only 2' of frost ~ A`~
protection above the Bio-Mat. Might a freezing condition during periods of intermittent ~°~
winter use cause the units to loose their efficiency or even malfunction?
The Building Permit issued in 1991 for the existing system called for 1250 gal
septic tank and a 1250 gal dump tank. The replacement design calls for using the existing
precast concrete tank where as the pump tank now specified appears to be a different ~ ,~~~ ~ ~
1000 gal tank. Why so large? What happened to the old 1250 tank? Was it ever installed. ~~~
More important than all the unanswered questions is will this new improperly
authorized installation meet the standards necessary to protect the environment in a
Critical Environment Area.
Yo truly, ~ ,
.r
,~ r:
ohn Salvador, Jr
Cc Ms. Anita Gabalski, Dist Dir NYSDOH
Mr. Chris Navitsky, L.G. Waterkeeper
Ms. Kathleen Bozony, L.G.A.
-..~~~Ms. Helen Otte, Queensbury Assessor
Mr. Dave Hatin, Dir. Building & Codes
Mr. Craig Brown, Zoning Administrator
Miss Candice Morabito, Manager, Assoc Broker Realty U.S.A.
Members, Assessment Review Boazd