2006-198TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number:
Tax Map No:
P20060198
Application Number:
523400-227-009-0001-010-000-0000
Permission is hereby granted to: RICHARD & CYNTHIA SMITH
For property located at: 112 ROCKHURST Rd
A20060198
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.
Owner Address:
RICHARD & CYNTHIA SMITH
PO BOX 142
CLEVERDALE, NY 12820-0000
Contractor or Builder's Name / Address
OTTEENSBTTRY SEWER
JAY SWEET
Plans & Specifications
Type of Construction
Septic Alteration Residential
Total Value
Electrical Inspection Agency
Value
2006-198
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, April 13, 2007
(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 Town of Queensbury; hursday, April 13, 2006
4
Director of Building: Co: Enforcement
SIGNED BY
for the Town of Queensbury.
TOWN OFQ UEENSBURY
742 BayRoad,Queensbury,NY 12804 902
5 (518) 761-8201
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20060198 Date Issued: Wednesday, January 09, 2008
This is to certify that work requested to be done as shown by Permit Number P20060198
has been completed.
Tax Map Number: 523400-227-009-0001-010-000-0000
Location: 112 ROCKHURST Rd
Owner. RICHARD & CYNTHIA SMITH
Applicant: RICHARD & CYNTHIA SMITH
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
OFFICE USE ONLY
D.91.9 -- 1 —/ o
TAX MAP NO. PERMIT NO. 0(x-1(E PERMIT FEES, CY° '
APPROVALS: ZONING TOWN CLERK '
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT. -)
OWNER: ' A/` C- {k '�t- 4- C h T AI 1` , `1 INSTALLER:. (7\---)'- 4,—'0--S cL t - •
y ,�_ /I 1
ADDRESS: / ( '/_ C" C I ` ` '.j 'I ADDRESS: �cz_ �Q�[-I'
PHONE NOS. PHONE NOS. / `/12.3 . V .1
LOCATION OF INSTALLATION:
NO.OF RESIDENCE INFORMATION:
YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW
GARBAGE GRINDER
1980 or older i i X 150 gallon per bedroom I = INSTALLED? AI`
1981 -1991 X ':. 130 gallon per bedroom = SPA OR HOT TUB
1992-present I X I 110 gallon per bedroom 1 = %) _I) 0 INSTALLED? A-/
PARCEL INFORMATION: RECEIVED
✓ TOPOGRAPHY: FLATROLLING`. STEEP SLOPE %SLOPE APR 1 3 2006
✓ SOIL NATURE: SAND 't' LOAM CLAY OTHER TOWN Ur L<uLLIIvSUURY
BUILDING AND CODE
✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT
WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL )—€t c=c_
(IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS ( / `� FT. )
✓ PERCOLATION TEST: RATE IS / ' / f Ill 1 PER MIINUTE PER INCH (TEST TO BE
COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by
a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250
gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub.
✓ SEPTIC TANK: ' ' GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT.
✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY?
✓ SIZE OF EACH FT. X FT.
✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT
✓ BED SYSTEM SIZE: X
✓ ALTERNATIVE SYSTEMT--)-c- _. Pia
LENGTH AND/OR SIZE
✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH
✓ GALLONS./TOTAL CAPACITY: GAL.
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any
permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or
failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations with respect to this application and
agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL
Queensbury Sanitary Sewage Disposal Ordinance. codes@gueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
�
, N www.queensbury.net
- ) t ) . .�.
Signature of;Person Responsible Date
lith Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
Septic Inspection Report
Office No. (518) 761-8256 Date Ins i i request received:
Queensbury Building &Code Enforcement Arrive: (AJ am/pn)/eepart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspect is Initials: V
NAME: Ste-%'1 PERMIT NO.: a ✓���
LOCATION: gockktia,I (ZD INSPECT ON: MP
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/ Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: _ft.
Absorption Field: Total length _ ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size: _�----
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: Y/ N/ Partial
End Cap
Inlet/Outlet Pipes &Baffles Y N
Location / Separations
_Foundation to tank ft.
Foundation to absorption ft. I ��C�
Separation of Pits ft. C�� ', VAT !" l
Conforms as per Plot Plan —Y N
Engineer Report and As-Built Y—N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front iddle Rear
System Use Statu
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
r
Septic Inspection Report
Office No.(518)761-8256 Date Mr tion r-- 'est received:
Queensbury Building&Code Enforcement Arrive: kb „ I _ am/,1\:17, lcpart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: L—
NAME: PERMIT NO.: O' 196
LOCATION: LIZ.- pio a i1,2si INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance _ ft.
Other wells: ft.
Absorption Field: Total length ft. _
Length of each trench ft.
Depth of trenches
Size of Stone
Seepage Pits: Number
Size: x_
Stone Size:
Piping Size Type
Building to tank _
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial AF0���1/ /h- a ^-' l << C
End Caps CN
Location/Separations
Foundation to tank ft. 666-6
Foundation to absorption ft. 4,7
,4/i,
Separation of Pits ft.
Conforms as per Plot Plan _N
Engineer Report and As-Built _Y N
Location of System on Property:
Front Rear Left Side Right 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 1/6/05
/f
NACE ENGINEERING, P.C.
169 Haviland Road, Queensbury,NY 12804
Phone-518-745-4400 Fax -518-792-8511
0 -- /q ?
May 25, 2006
RECEIVED Job#49176
Mr. Dave Hatin
Town of Queensbury MAY 3 0 2006
742 Bay Road TOWN Ur- UUttN UURY
Queensbury,NY 12804 BUILDING AND CODE
RE: Smith Residence— 112 Rockhurst Road
Replacement Septic System Inspection
Gentlemen:
This letter is to inform you that we inspected the completed septic system for the Smith
Residence at 112 Rockhurst Road in the Town of Queensbury on April 18, 2006.
The septic system as installed was for a two bedroom house and consisted of an existing 1,000
gallon septic tank, a new pump station, a new 1 1/2" force main and a new 15 foot wide by 30
foot long absorption bed. The absorption bed was constructed with stone and 3 — 25 foot long
perforated pipe laterals. The system conforms to the requirements of the approved design
drawings and sewer variance conditions.
Please call me if you have any questions or concerns.
Sincerely,
Thomas R. Center Jr., PE
F
Septic Inspection Report --__ O—Q--C)
Office No. (518) 761-8256 Date Ins request received:
Queensbury Building &Code Enforcement Arrive: A' amiDe _
part: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspect is Initials. ��
f
NAME: tf 1 Al► ' ill._lig.64.11k PERMIT NO.: G• 4
LOCATION: _ _' IMInr4OFINSPECT ON: — MN
RECHECK:
Comments and/or diagram
Soil Type: SandLoa Clay �'f
Type of Water: Municipal/ Well Water ✓Vr�
Waterline separation distance i-/' PC ft.
Well separation distance ft. /)61/1
Other wells: — ft.
Absorption Field: Total length ._.2.... .,...ft.
Length of each trench ____ ft.
Depth of trenches ft.
Size of Stone - 42.----'
Seepage Pits: Number --
Size: x
Stone Size:
Piping Smit Type
Building to tank 7i0 f�0
Tank to v>�r
So�L5S
PL)l j-�v Distribution Box4e-1 i€ice= .2- 54.47
Openine Sealed: Y N Partial *µ18e ?j � b— cr,6
rt4re`b
p-- =,f., ,S 1-7.&j X
Inlet/Outlet Pipes&Baffles N
Location/ Separations
Foundation to tank 11 QC�'le pe-leiti
Foundation to absorption is ft.
Separation of Pits ft•
Conforms as per Plot Plan N
Engineer Report and As-Built Y_..._N
:--bon of em on Property:
P-4,1)1-17 Front •ear Left Side Right Side
5cb&
Middle Front Middle Rear
,4/61) K /�
System Use Status: �o ,/
proved lu-O1k,t,l e/t/C9 - 4f/"D VRv —
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVALOPPL
cR
Permit No. Cert. o
Owner �4 - 9 4 3 5 Cut-in Card No.
Location /1 - R4`eC "141 '✓ J 7/ f, ,
Installation Consisting of -S t ZLJ t 'L Favi'' f—nY/JWCS
Installed By ;,� fp)//G��
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 of m inspections at any time, and if its
rules are violated,the`Company shall have the right to r yoke t is c rtifica .
(
Date T'1 6 INSPECTOR..
Member N.F.P.A.,I.A.E.I.
112 ROCI(HURST RD. Page I of I
112 ROCKHURST RD.
, ......•.....i...,
/ -ii------'
. ... .... .
S.
.... • •
0 .
•,..
...,,,;
.", .....,,,,..f.4,..............
''''.."'''''''''''^.. :.::::;.....:'..:..;.:..... . f.i..
...: ..-•- ....- •k."'.
• 1. ••'.',..-". ... .....'... * :.:(
t. '.....;:-:.........::.!:,f:'''. .L.,.,,,,,,,,,,,•,1
. f:.-....1.:..'-•....: ...
* . .. . ... . .•. ••
:...' . .... ........":l...:•i.-..:::... .- . •'.•.: .
• • • -• •
...... ..-. . . ..•
. . • . . .
.. . . .. . ••. .
. ..,. . • ....... .•.. • ..
...... . . .. . . . . . .
1 .. . . .. . .. • ....
...... . . . , • .. .
.• • . .
1,‘3.. • , ....
,• . • . •..
.
......................•••• •••••••••"
. .. . . .
.•.,...:.:.•.
i
\ t\ i.
.1.. 7771
C.( . • ' \
s.01.0.t lengtn alway ,r-,.3£1.Mel ,........ ......:, . ............ v....
.. ••••••----:—.—",..x.,::.:.:::4.;::::::::::0;:2:;::•:::::::::.2%,...::::::;,;:;::::::::;of.x.i%.,..,.::.;...;.:;.:,:::::::::::.:.:,.....,.,.., .....,.,,,
T . i„........................„:„..„:„.„:„:„:„:„:::::::::::::.::::::%::::::::,:„::„...,„:„:::„.......:.,
„
Town of Queensbury
742 Bay Road
‘4f: ,,:f.,i,”...,,!;:, - •
•0 tzATA,t4.,,kir Queensbury, NY. 12804-5902
. .
h EtP//rib I
- -I....y2s vrza i...._
61P17.111d'
Is.asp
RPS Information Page 1 01'3
4.14f-r{-{' RPS Property Description Report
0.:"''.9.'V' {•••
227.9-1-10 * 112 Rockhurst
Parcel Information for ROLL YEAR 2006:
Parcel Location Acres Property Status School Assessed Assessed
Class District Land Val Total Val
227.9-1- 112
021 1 Family A
Lake 560,000.00 896,000.00
George 10 Rockhurst Res Csd
}fix, o .
tr 4!
:ms,f•• 'F'• . :. A'.x.fl
tih
•S;C1�:a;{;•;,,r :'t�::.��yf�t SCS, :e':.
:.y"r i:'�v.
,
4
At.:;.. r r{.•:r:a rr `9nt'1Jrmr
.: { r rr
:LK{/r'Yr�'r f r� rr{ 11 .w :U��,� k�,:
Ina 04 111
r.l:.
..f
i: H
`
:•r..}:rLv {{. igiw :fF 4 ..�::. . t >:.::iOSi % Y {; .: r . < I`i:wf ' ',;.5:::::':i::r>. il:5.•s %ytk .i\`f'rN f :: r f� ✓.. hm:,^>i :: {>:•:.,.,,:e4::.,.,:..::::.,„„„•:•.....-..•,...:.: f .,"
, .
Image Date: 4/8/2004
Sales:
Sale Sale Net Sale Cond. Arms Land Value Tot. Value
Date Price Sale Book Page Type Code Len. TOS TOS Prior Owner
Price
03-29-05 0.00 0.00 1441 102 3 A 0 157,400.00 278,800.00 Hall Stein,
Dorotha
03-29-05 0.00 0.00 1441 102 3 I 0 157,400.00 278,800.00 Hall Stein,
Dorotha
12-18-97 0.00 0.00 1048 67 3 A 0 157,400.00 278,800.00 Brown,Marjorie
Owner Information:
Owner Owner Address P.O.Boa Owner Address Line 3
Richard Smith 2303 Desert Pueblo Pass Green Valley AZ 85614
Cynthia Smith 2303 Desert Pueblo Pass Green Valley AZ 85614
http://gby2svr/GISIRPS_Info.asp?RPT=SALES 4/13/2006
RPS Information Page 2 of 3
Site Information:
Site Nbhd Sewer Water Utilities Site Nbad NW Road Entry Zoning
# Code Desire Type � Type Type Code
101-
1 2 2 3 2 2 2 3 1 WR-1A
Lakefront
Land Information:
Site# Land# Type Front Depth Acres Sq Ft
1 1 10-Waterfront 80 99 0 0
Building Liformation:
Site Bldg # Ext Wall Yr # # #1/2 # #
# Style Stories Mat Built Kit. Baths Baths Bedrm Firepl
1 01 1 01 1964 1 1 0 2 0
Site# Heat Type Fuel Type Central Air Bsmt Type Overall Cond Constr Grade SFLA
1 2 4 1 4 4 C 931
ILnprovenients Information:
Site Struct Code DimDim SQ #Constr Overall Yr
# 1 2 FT —Grade Cond Built
1 RP4-Porch-enclsd 4 26 0 1 B 4 1955
1 RG1-Gar-1.0 att 20 24 0 1 B 4 1955
1 BS1-Boat shelter 16 28 0 1 C 3 1955
RP1-Porch-
1 3 12 0 1 C 3 1955
open/deck
1 DK2-Crib dock 0 0 136 1 C 3 1955
1 DK2-Crib dock 0 0 144 2 C 3 1955
1 DK2-Crib dock 0 0 48 1 C 3 1955
RP 1-Porch-
1 3 12 0 1 C 3 1964
open/deck
RP 1-Porch-
1 10 16 0 1 B 4 1955
open/deck
1 RP5-Porch-up opn 13 26 0 1 B 4 1996
Special Districts Information:
Special District Units Percent
EM001-Emergency
http://gby2svr/GIS/RPS Info.asp?RPT=SALES 4/13/2006
06 - 17S.
RESOLUTION APPROVING RICHARD AND CYNTHIA SMITH'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 37,2005
INTRODUCED BY: Mr.Tim Brewer
WHO MOVED ITS ADOPTION
SECONDED BY: Mr.John Strough
WHEREAS, Richard and Cynthia Smith filed an application for variances from provisions
of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a
replacement septic system:
1. 2.5' from the west property line instead of the required 10' setback;
2. 1' from the south property line instead of the required 10' setback;
3. 7.2' from the basement instead of the required 20' setback; and
4. 99' from Lake George instead of the required 100' setback;
on property located at 112 Rockhurst Road in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health conducted a public hearing concerning the
variance requests on December 19th,2005, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property, and
WHEREAS, in accordance with Town Code §136-20(E), if the Town's Local Board of
Health refers an application to a qualified consultant, the costs of such consultant shall be paid to
the Town by the applicant before any variance shall be effective,
NOW, THEREFORE,BE IT
RESOLVED, that
1. due to the nature of the variances, it is felt that the variances would not be materially
detrimental to the purposes and objectives of this Ordinance or other adjoining
properties nor otherwise conflict with the purpose and objectives of any Town plan or
policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and is the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Richard
and Cynthia Smith for variances from the Sewage Disposal Ordinance to install a replacement
septic system:
1. 2.5' from the west property line instead of the required 10' setback;
2. 1' from the south property line instead of the required 10' setback;
3. 7.2' from the basement instead of the required 20' setback; and
4. 99' from Lake George instead of the required 100' setback;
on property located at 112 Rockhurst Road in the Town of Queensbury and bearing Tax Map No.:
227.09-1-10, and
BE IT FURTHER,
RESOLVED, that such application is approved and variance approvals shall not be effective
2
until Richard and Cynthia Smith pay to the Town any costs incurred in accordance with
Queensbury Town Code §136-20, and
BE IT FURTHER,
RESOLVED, that such variances are conditioned upon:
1. the Town's employees shall inspection the excavation and removal of prior septic
system; and
2. James Edwards of C. T. Male Associates, P.C. send a follow-up letter to his
December 19th, 2005 letter to the Town's Director of Building and Codes
Enforcement confirming the sizing of the system and whether or not the system
must be capped.
Duly adopted this 19th day of December,2005,by the following vote:
AYES : Mr. Strough,Mr. Brewer,Mr. Stec,Mr.Boor,Mr. Turner
NOES: None
ABSENT:None
3
AS
rom
cu -! 0 z
H
r
D
D
D
OWN..
Dz
A
0
_U) z
z
N
N
O
�mD
z
�
_
;MV,Z x
II
�
DESCRIPTION
K
c V
12”
m�00 N
U)
C-)
;p Z z -j
min
I I I I
C DCX
MTIJ�rM
I
C
m
£ O
_ U
Z Z
m
� M ;5
W
ZN-gM
vN
ova
Z
C z I
N
N p�= n D
D (n a Up
MM
0 DpD
z m
O
wC-m UNi vo®
DO
zzm x ;u no
O O D O z
� o
co •—
o -1z
0
TI
D (� Z -
-<
_.
C O r
0
Mozzoo
r 0 N Z
z�m
! o
DD
A
N -< N
eLn
m
V o�0�
V
-<
=m
;
m
mA0
J
Z
p 00��
=m
=m
-v z
ad
r£A .Nm
1
G
-0
7
rOWm-0
C
c c
1
I
z
z
Sty
Do ; DAN
--1
M
(n C
mmo 70
.. .-
:z\
Z
MO �t i M -i
Z
c
O Z
D-
U)
N
mIrTI(4
m
0 0
70
\o
���rDO
>>O
m
co
MN
z
-u
cf)cn
;0—
;
N
W
N
3d
or
3mtl0
G)�Mr-O DCOATI
I
of
w
Ami
AN
N Zm. N-1
L570
N��O"O
r
N
M
0NK
�12"
I
-v
�
my
rp-
z 0
M
0
m 0
(A-111 1 0
m
o
N
En
>.
m
oz�c
„-ixz
(n
C-)
G-)
zq;
roq�
-o
FOro
C
W y
rrC
�
O2'i2c
2
_ 2
M
mz
�-<z
Z
i
'..-j-0M�
<=D
II
r - C)
D m
my�
p�
2�F--
::,.<0
r
m
C4
;u�O
,
mm
�ir6
I
vO
<mro
$rri BN
r
--
r
c (1)
DD
z
m
Ls�nE +�so�
m
O
,90'06
m
z
M C
0
r
C
XC)
r�
0
C D
R:'-"'�
-
z
-1
Oz
`z0
Oom
00
y 0
m D
—
rm-M
v 0
y 0
0-<
Oz
o
Alt Mdobd WDM3
-u
Z D z
0
m
coK
Wa
zm
SO
U)
-< z
Or
D D
w
X 0
C
2
Wo
co N
>r-
o
z
71 X
G)
KQ
m
>
0 K
00�1
r
0
N
-0 A
coo
>m
<
KD
O
vz�
c
N D
M
D z
-i
O
z
AS
rom
cu -! 0 z
H
r
((4XRO
M
D
D
OWN..
Dz
A
0
_U) z
z
0
N
O
�mD
z
�
_
;MV,Z x
II
�
DESCRIPTION
MZ„D II
c V
12”
m�00 N
U)
C-)
;p Z z -j
min
I I I I
C DCX
MTIJ�rM
I
C
m
£ O
_ U
Z Z
m
� M ;5
W
ZN-gM
vN
ova
c:
N
N p�= n D
D (n a Up
MM
0 DpD
z m
O
wC-m UNi vo®
:.
zzm x ;u no
O O D O z
� o
co •—
o -1z
0
TI
D (� Z -
-<
_.
o
Mozzoo
r 0 N Z
z�m
! o
DD
A
N -< N
eLn
m
V o�0�
V
AS
N
z
0) 7
J O)
Ln W
z
O Az= ZOm= oXDr- Kzr� �O 0wri-lzo 0
Opm 2 ZDm mA�n r' cm -12 AK>OU) FFO �
7i O -I '0 A (7 - m D T1 2
-Ai =O= '2r=i1CZM �IMTI Nm Oz0X 0< y-AKDC T. °O
O mop =%O OC=N U) > Ln > ink M° zr-O-i
m �M> OCN-x m-Ir0 m SG mm o1 �C00 Orn
Nor rzOv/iO Orm :j0M> Wc:o J0 --A a)
�{ C 8
r=i1 omz
OU)m N-y=O ><M0 Z> 0 r� CO2 Z=
qq��p� "`�-O_
Nr- 0 0ED0��� m�10�� M2O� mz C) rrl --i Ul 0 � N
-0 -n DN zm zr DZNf=T'I Om<=0 r� zr-riO CO I 00
__..._O. M>
Zn2z O_.: z r Op._A.mO= Dx_....;M=� �m_.._.o
_—_ ,�; c) _C U) D. r,M .•.TIDs.<.mOZD D.
U) c: D -I D -{ - Z Z r Z!2 Z m.
N Zm r-71 xO z (Emco- :O < C) (J) 1 i t
U) Om G) 0 0 M N 2 rel z z r,1 2 m M m = 0 -9 00-M r
�o rr, >0 z-r1c)� c:> U) M mrr- 7,rMir=z ro
= OD Wxx�D mz;u0 xZm z0 r�M�0 ..
D -Cc) 0 > M;u >0c: -M-iM MOCC2,1Z
r 000 "O� N p;(nj=-DI M Zl rD-C S-r°MmZ= mK2 W
'9
�1
=m
D j D
mAv 'U0
0H �z
3 C m
0
� a
rom
0
H
r
I
;
1
D
REVISED FOR TWN OF QSBY
a
0
z
0
z
r
z
�
0
II
�
DESCRIPTION
M
r
c V
a
CA
I I
I I I I
C DCX
MTIJ�rM
I
C
N x
co
£ O
_ U
Z Z
m
MM
0-
_
W CJi ?7 N M Z
G)
X
0 G7
O
pr-
c:
N
N p�= n D
z
W
�m.D.D.mrn
�.m
O
®0
- -:0
"O
� o
co •—
A
0
TI
00
-<
N
o
Mozzoo
r—
! o
DD
I
eLn
m
V o�0�
V
-<
=m
;
m
mA0
J
Z
(u
=m
c)
ad
r£A .Nm
1
G
-0
7
D
D
C
£-i
1
I
z
z
Sty
P
--1
M
O
mmo 70
.. .-
:z\
Z
I
Z
.
O
D-
U)
N
mIrTI(4
m
0 0
70
\o
g
M
co
MN
z
-u
cf)cn
(A
N
o
�®
v
n0
3d
or
3mtl0
M
I
of
w
Ami
AN
N��O"O
r
N
M
Orz
I C3
I
ODM
0>;u
0
O
Z
z 0
M
z
O
=10.Wow
o
N
En
(n
2
C-)
G-)
zq;
roq�
-o
FOro
Z
Dm$
_ 2
p
00 PR
r
m
1
,
mm
�ir6
I
$rri BN
z
Ls�nE +�so�
m
,90'06
m
Qdo�
d
,
Oom
3WIl
—
v 0
y 0
o
Alt Mdobd WDM3
Z D z
r
N
z
0) 7
J O)
Ln W
z
O Az= ZOm= oXDr- Kzr� �O 0wri-lzo 0
Opm 2 ZDm mA�n r' cm -12 AK>OU) FFO �
7i O -I '0 A (7 - m D T1 2
-Ai =O= '2r=i1CZM �IMTI Nm Oz0X 0< y-AKDC T. °O
O mop =%O OC=N U) > Ln > ink M° zr-O-i
m �M> OCN-x m-Ir0 m SG mm o1 �C00 Orn
Nor rzOv/iO Orm :j0M> Wc:o J0 --A a)
�{ C 8
r=i1 omz
OU)m N-y=O ><M0 Z> 0 r� CO2 Z=
qq��p� "`�-O_
Nr- 0 0ED0��� m�10�� M2O� mz C) rrl --i Ul 0 � N
-0 -n DN zm zr DZNf=T'I Om<=0 r� zr-riO CO I 00
__..._O. M>
Zn2z O_.: z r Op._A.mO= Dx_....;M=� �m_.._.o
_—_ ,�; c) _C U) D. r,M .•.TIDs.<.mOZD D.
U) c: D -I D -{ - Z Z r Z!2 Z m.
N Zm r-71 xO z (Emco- :O < C) (J) 1 i t
U) Om G) 0 0 M N 2 rel z z r,1 2 m M m = 0 -9 00-M r
�o rr, >0 z-r1c)� c:> U) M mrr- 7,rMir=z ro
= OD Wxx�D mz;u0 xZm z0 r�M�0 ..
D -Cc) 0 > M;u >0c: -M-iM MOCC2,1Z
r 000 "O� N p;(nj=-DI M Zl rD-C S-r°MmZ= mK2 W
'9
�1
=m
D j D
mAv 'U0
0H �z
3 C m
0
� a
rom
0
H
o
moczi
;
1
D
REVISED FOR TWN OF QSBY
a
xm3c v
£0
=v
= rn
A
D --4 <
m70rl C
0
-n -0
;or
OH
amt.
D
N
0
�J Nm0
0)
M
0
D
REVISED FOR TWN OF QSBY
X
0
z
0
D
r
z
�
0
y CLT
�
DESCRIPTION
M
r
a
CA
I I
I I I I
C DCX
MTIJ�rM
I
C
N x
co
2: U)
Z -{
INTI
MM
0-
_
W CJi ?7 N M Z
G)
X
0 G7
O
pr-
c:
N
N p�= n D
z
W
�m.D.D.mrn
�.m
O
®0
- -:0
to 0
� o
co •—
ZO�D-1m
p.
00
-<
N
o
Mozzoo
r—
! o
mz. Z1N
I
eLn
m
V o�0�
z
-<
(nAmzK
;
m
L -u u) D m m r`L Dx• U) m>' m �1 m Omo 0
M D= m- Dz mz rD-C7 y >._.{ mNO� <-z e1 r D N p'rlm :0
z m0 =rMriz0 mOr� -i Oz r00.� �Ca �0 r A r �.TMI apo
Z -aD Wm 2 z p N D O : 2 O . M0)N II
-i :U � z O N m m O m = -f U) -< z Z '0 O O O -<
�z ca --A z r y to
Nm mli XU)i o� o
G)
0 yy m0(/) N o 0 r- CU DK mo ��
Nr r � D -1 N N M K zU) III O p •AO p -u
z Dr DOD 0 -rl z D C� OD O A D - C7
D D O -z C) A ZO Z D O.z
A -< N L z Mil
p 0�
� la
M
D
C P M --I
Z
1
N
0 X
—D<
I O
M —M r
Pr mO
z
G) O
,1 C 90
-�h c
Om
U 'I� 0 M
cn Y
cc
( n c
O C.
2-
0 2"
0)
Z
O
> �
m
M i
N
0)
o0D
�0
D
REVISED FOR TWN OF QSBY
X
z
0
2-
0 2"
0)
Z
m
D r-XOr-
X <000
D >mm0
< -<N--I
r 02�-i
M--Iz
9:X
M N
_
O
> �
m
M i
� �
r
o0D
�0
O
REVISED FOR TWN OF QSBY
W
D
0
`n
0
��
C,
r)
r n
m
y CLT
�
DESCRIPTION
t Cl N O-
CU C
a
CA
�ro
�
0
0
r
-z
G)
W
��• zv �
o
~
c:
a o C0
cr
A.
D
W V%
6
O
'0
/�
� o
co •—
m
I
m
CD
-<
N
o
M
0Z
=
I
0
m
SS
N
o c
CD
J
Z
(u
c)
1
G
M
;
7
D
D
C
n
z
z
m
D r-XOr-
X <000
D >mm0
< -<N--I
r 02�-i
M--Iz
9:X
M N
_
O
> �
m
M i
p
O�
M
o0D
�0
O
REVISED FOR TWN OF QSBY
.
0
I-
0
��
z N
m
0
r n
m
M
a
DESCRIPTION
. �j'
V) e
n o
v
z
z 3 NACE ENGINEERING PC CIVIL ENGINEER
o M
0 �, 169 Haviland Road, Queensbury, New York 12804
0
LA
G) -71
A z
b(f)
m=
MOOK0
o�z
z
o;u7-,o
Kril m.TJ
K0�m
m
DOMO
bm<M
;umM
ND -q
0
rm
t"
H
H -I
REPLACEMENT SEPTIC SYSTEM
OR
TOWN OF QUEENSBURY, WARRENNEW YORK
A v.' DETAILS
0
cl
a
m
m
£ A
0
i
= •O
rn
X
Da-<
m A 0
0
A r
3
m
d
li
r
aZ
H
atj0
7Z
z C3
q
i
0
D
a
M
�
M
M
Z
ON
�0
O
REVISED FOR TWN OF QSBY
.
0
O
0
O
C'
IO
...{
NO.
a
DESCRIPTION
n
a
CA
�
0
0
r
-z
G)
M
•0
--I
N
ZD
{)
A.
D
O
A
r0
D
O
'0
/�
m
m
0
-<
N
M
0Z
I
0
K:
TI
V
N
Z
z
Z
0
$
D
m
M
;
z
D
D
C
n
z
z
P
--1
M
O
I n
V I
.. .-
:z\
Z
I
Z
.
O
D-
U)
N
\o
X
M
co
MN
z
cf)cn
z
N
A
M
z
of
w
o
D
N
M
C4
O
0
O
Z
M
z
O
o
N
(n
2
G-)
o
m
Z
m
'O
x
O
r
m
i
0
t
REVISED PER TWN OF QSBY
A
�0
O
REVISED FOR TWN OF QSBY
s
M
0
0
ISSUED FOR TWN OF QSBY
r
NO.
a
DESCRIPTION
n
a
0
z
11/05
REVISED PER TWN OF QSBY
BOH COMMENTS
�0
11/05
REVISED FOR TWN OF QSBY
SEWER VARIANCE
0
10/05
ISSUED FOR TWN OF QSBY
SEWER VARIANCE
NO.
DATE
DESCRIPTION