2013-540 TOWN OF QUEENSBURY
wow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130540 Date Issued: Thursday, January 14, 2016
This is to certify that work requested to be done as shown by Permit Number P20130540
has been completed.
Tax Map Number: 523400-289-017-0001-057-000-0000
Location: 31 MARLEY Way
Owner: DAVID A DESANTO
Applicant: DAVID A DESANTO
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 (e*". a.0 4
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.
0.4 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130540 Application Number: A20130540
Tax Map No: 523400-289-017-0001-057-000-0000
Permission is hereby granted to: CURTIS DYBAS
For property located at: 31 MARLEY Way
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: DAVID A DESANTO Septic Alteration Residential
MICHELLE DESANTO Total Value
66 CEMETERY HILL Rd
WASHINGTON NJ 07882-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2013-540
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 25,2014
(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 o ue sbury; o s :y ovember 25, 2013
SIGNED BY for the Town of Queensbury.
Director of Building&Co.e Enforcement
umce use unit'
Town of Queensbury Building & Codes Received:
SEPTIC DISPOSAL PERMIT Tax Map ID: g9.11-
`,5
Permit No.: ` 3
A permit must be obtained before beginning construction U'N' It'Q o
�Permi��e: $
Approvals:
Applicant: el, 1 . i fs Installer/Builder lb I4 Oe-TE IL.lEO
Address: dOterz.. 121.51 / Address
LJ t�C .12Q1' �. 'r 1284b
Phone: 5115"1-45 66611 Phone
Owner: •. I 0- ._ • Location of Installation SI KNIZL el# l•A`r
Address: ,to GEHf liter 14IL1. IZO.
e/14µ0.161 LJ, &J J o7 z
Phone 1Q$ 4.Pj2. 41rj(Q2.
Contact Person for Building&Code Compliance: 15126r SV.U/tLJC141r ELJ60eal2HJ6 Day Phone: 4i4 46,5‘
Residence Information:
Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed? 00
1981-1991 x 130 = Spa or Hot Tub Installed? PO
1992-Present 3 x 110 = 330
Parcel Information:
Topography X Flat Rolling _Steep Slope %Slope
Soil Nature X Sand Loam Clay _Other
Groundwater At what depth? 1.00e.
Bedrockllmpervious Material At what depth? �r 1
Domestic Water Supply Municipal X Well(if well,water supply from any septic system absorption is 11 ft.)
Percolation Test Rate- 3.6 per minute 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).
Tank size �2)l) gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub
System Type: Absorption Field(with#2 stone) Total length 12.00 ft. Each trench_ 70 X
4
Seepage Pit(S)(with#3 stone) How many? Size?
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size? #of tanks?
NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form
on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be
covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system
layout on file. There will be no exceptions.
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.
✓1 have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary
Sewage Disposal Ordinance.
Print Name: CU1'LT1� 0. Q1' c3 Date: II/1(/W1172
Signature: ��e J.( Jj Date: I1/ache,I5
Town of Queensbury Building&Codes Septic Dispos ermit 518-761-8256
Town of Queensbury Building & Code Enforcement sus
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: 17Inspected on: \
Location: 31 ,v\C.v1 1 Arrive: ) _ . .
Permit No.: �0 1 jJ—. Z1� Inspector's Initials: Mgr
Com"'nts and/or dia.ram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft. Vr� C' A
Well Casing Length 50'+I- _Y N_N/A l (ELS
�\[150'to well required if NO] o� q J1 •
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 1 Pit
Opening Sealed: _Y N
End Cap _Y_N
Inlet/Outlet Pipes&Baffles _Y N
Manholes 12'or less below grade _Y N
[provide extension collar if Yes] _Y_N
Location/Separations
Foundation to tank
Foundation to absorption /NY
.
Separation of Pits .
Conforms as per Plot Plan Engineer Report and As-Built
ETU Maintenance Contract provided Y N
Location of S stem on'Pro•e :
Front 'ear Left Side Right Side Middle Front Middle Rear
S stem Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
0--1
/ hi / ..,-.---
_.::.,
Septic Inspection Report
� _ r
tr ; 4
Office No. (518) 761-8256 Date Inspection request received: 1 .)--/-',----) I,,errJ l `-7,--
Queensbury Building &Code Enforcement Arrive: am/pm Depart: : al f am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:( I i (.
/ l'.
NAME: ,ic:.;./1A..1kr PERMIT NO.: V'S
l,
LOCATION ?\, i\-41 i ,/,0a G.,,,}4-c.,, INSPECT ON: i / O I
RECHECK: I / I
k_
Comments and/or diagram
Soil Type: Sand/ Loam / Clay
Type of Water: Municipal / Well Water r ' (`r' -L_;_:- -) 'c sC�`�
Waterline separation distance ft. t/
Well separation distance ft. / . I c
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO] l^
Absorption Held: Total length ft. V���ti-d- [L5 i) `1`-1C- ‘
Length of each trench )`, ft. vrA''1\) 4'2,� �' '' \-'01..—
Depth of trenches r • ft.
Size of Stone' ' �/v`:.(�.i.� +�- '�c-11- =�f!`� L=
fr
Seepage Pits: Number 1 / --��' `52 N kAi- 1
Size: x
Stone Size:
Piping ize Type
Building to tank _
Tank to Distribution Box ' ` rcu�'i"1_' M;.ti N ?(', \-‘,\ ,).�" —r__ A.----5 Distribution Box to Field / Pit
-
_ -1� � � ��� —Opening Sealed: Y N k 3 1,L•. "
End Cap N
Inlet/Outlet Pipes & Baffles44 jig 1 - l '„ ,-,
Manholes 12"or less below grade _Y N
[provide extension collar if Yes] _ Y NI1
Location/ Separations
Foundation to tank /?_:A- ft. • c7 �t\,46-;` -' \-K-A
Foundation to absorption y ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y '1 .
Engineer Report and As-Built YC, N
ETU Maintenance Contract Y
provided
Location of System on Property:
front Rear Left Side Right Side Middle Front Middle Rear
S stem Use S':tus:
Approved - ;.
V i, Partial Approved anw--.s to be re-ins.- ed 13 -ase call the Building &Codes Office
Disapproved �........-
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Dgpa(t: ;}i -,�am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ; \\j/V\ /7 Lti;
NAME: S+�,cJ PERMIT NO.: vq- "A"
LOCATION: �` NAAO.jam::i _ INSPECT ON: r7—
RECHECK: r—
0. Comments and/or diagram
Soil Type: 'd/ / Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO]
r n-r270,1., ) --
Absorption Field: Total length ..'(- ft.
Length of each trench t ft.
Depth of trenches IN
Size of Stone Kf-Z-
Seepage Pits: Number L r I
Size: V (x
Stone Size:
Piping Size Type
Building to tank �U
Tank to Distribution Box --?I‘i
Distribution Box to Field / Pit �;�\ l I /r�' —Y r
Opening Sealed: �� fY ' N ) [ � ,c ' '--1 `7,�r"�--r_4 i> I ��"
End Cap A frV
Inlet/Outlet Pipes & Baffles _Y t N
Manholes 12"or less below grade _Y N
[provide extension collar if Yes] Y N
Location/ Separations „-
Foundation to tank
Foundation to absorption ft.
Separation of Pits , „ _ ,ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
ETU Maintenance Contract Y_ N
provided
Location of_System on Property: •
Fro) Rear Left Side Right Sid6 Middle Front Middle Rear
System Use Status:
Approved
V
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
'' !'> r A,,:..FS e ..
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 . • Arrive: am/.v -.art: t` m/pm
Date Inspection request received: &!3J�1G(`� Inspector's Initials: ��, •
J �-
NAME: 1S-e..<f"r\, PERMIT#: ,� G'J'- VC.'%
LOCATION: ,--5/ ,Lic:"1 , 1:_j c DATE: fir_; Com, y�3�'r
TYPE OF STRUCTURE: '1 ;; r;1 6,;1 kr„ Xi-t ;/—
Comments:
Yes No NIA
4" Building Number Address visible from road i
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches 0(11/---C- J61-121
Roof Complete/Exterior Finish Complete
Platform at all exterior doors �' C/3 ,27 c 2,
Handrail 4 or more risers t/ l
Guards at stairs, decks, patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck, porches 36 inches or more
..,,ik Handrail Termination at Newell Post or Wall ,
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet t
6 inch clearance to sill plate – /,_\---D
Gas Valve shut-off exposed/regulator 18 inches above grade ..-
Interior
-
Interior privacy I trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight /110
Safety glazing/Win w in stairwells safety glazing
Interior Smoke De ctors/C rbon Morfoxide etector
Every level: Ev r9Bedro :
Outside every bedroom rear ��--�
Inter Connected: Battery backup: .
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area . Ct 4,/•
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft. ventsPlumbs g Fans, if no windows- �
Plumbin fixtures c }7
Foundation insulation to floor/Sticker on Panel }� Q
Duct work sealed properly/Blower Door Test Certification V --�l� V ` 1/'_
Floor truss,draft stopping finished basement 1,000 sq.ft. ,
Emergency egress below grade Al.
C� l
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area of
Furnace/Hot Water Heater operating
Low water shut-off boiler e
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%Z"Gypsum
Basement stairs closed rise>4 inches /
Garage Floor Pitched • r/
Garage fireproofing/%hour fire door/door closer m/
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker /t
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/0 [Temporary/Permanent] 11
/c c 4,5.S 1ii . S‘c3c\ac,c°5 ..,/c)15 6 r A etoer
L:\Building & Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised
January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
SOIL TEST DATA
NOVEMBER 11, 2013
0" - 6": TOPSOIL, LEAF LITTER
6" - 13": DARK BROWN SAND, TRACE SILT
13" - 34": REDDISH BROWN SAND, SOME SILT, SOME GRAVEL
34" - 62": LIGHT BROWN TO TAN SAND, TRACE SILT, SOME GRAVEL, COBBLES
NO SEASONAL HIGH GROUND WATER TABLE
PT -i: PERCOLATION RATE AT 16" EQUALS I'V 3.5 MINUTES
PT -2: PERCOLATION RATE AT 18" EQUALS I'V 3.5 MINUTES
CAN UTILIZE STANDARD TRENCH SYSTEM
PROPERTY LINE
(TYP)
NEIGHBOR'S WELL
50 FT. MIN. TO SEPTIC TANK
100 FT. MIN TO ABSORTPTION FIELD
,10'
10' MIN.
20'
MIN
I
WELL
100' MIN. FROM NEAREST
4BSORPTION FIELD
RESIDENCE j
I;
I.
4" PVC SDR 35 HOUSE SEWER @ 1/4"/FT MIN
SEPTIC TANK 1
4" PVC SDR 35 EFFLUENT SEWER @ 1/8"/FT MIN
EFFLUENT PUMP CHAMBER
2" PVC SCH 40 OR SIMILAR (100
PSI RATED) FORCE MAIN
DISTRIBUTION BOX
on
10' ABSORPTION FIELD
j -PLAN - PRECAST CONCRETE
ABSORPTION FIELD DESIGN DATA MIN
Box AND COVER
PUMP FLOAT COMPUTATION
ASSUME 4 BEDROOMS (BR) AND A DESIGN
PERCOLATION RATE OF IV 5 MINUTES IyY 4' t
4".PIPE VOLUME - 200'. ± X 0.65 GAL/FT
TYPICAL LOT DETAI L j PIPE VOLUME = 130 GAL
ASSUME 1.6 GALLON/FLUSH TOILETS AND 2" PIPE VOLUME - 67' ± X 0.16 GAL/FT
2.5 GALLON/MINUTE FAUCETS/SHOWERHEADS (N.T.S) PIPE VOLUME - 11 GAL 13" II I/2"
- 7..
DESIGN FLOW = 4 BR X 110 GPD/BR REQUIRED DOSE 130 GAL X 0.75 + II GAL
2"
DESIGN FLOW = 440 GPD -
--- 20' REQUIRED DOSE - 109 GAL '" ' " """` "1e=. _• `
:" a•'.
ABSORPTION RATE = 1.2 GPD/SF- -
EXISTING GRADE, DOSE PROVIDED = 8.2' X 4.5' X Iz = 3.1 CF/IN
ABSORPTION AREA = 440 GPD/ 1.2 GPD/SF I TOPSOIL, FERTILIZE 12" OF SAND, PEA GRAVEL,
ABSORPTION AREA - 367 SF � 6' TYP. I AND SEED DOSE PROVIDED = 3.1 CF/IN�,X 7.5 GAL/CF -SECTION - OR 3/4" TO I -I/2" AGGREGATE
DOSE PROVIDED = 23.25 GAL/IN
STANDARD ABSORPTION DOSE PROVIDED = 23.25 GAL/IN X 5 IN
USE ABSORPTION TRENCH DESIGN
TRENCH LENGTH - 367 SF/2SF/LF TRENCH SEE DETAIL - ` DOSE PROVIDED = 116± GAL OR 82% DISTRIBUTION BOX
TRENCH LENGTH = 184 LF : i\\ " '\' I (N. T. S. )
USE 4 TRENCHES @ 50' i �` ` s �'
%/, i�\ x . =i \\ /i ; _ r �f; "T" WITH VALVE AND DRAIN
NOTE
THIS WASTEWATER TREATMENT SYSTEM IS DESIGNED AND ".�.: 18"-30" '+`"
420.0 '
APPROVED BASED ON THE INSTALLATION OF WATER 417.75' 418.5' 419.25' -USE SPEED LEVELING DEVICES IN EACH OUTLET.
IIOGPD PER 2' 0 EXTENSION TO GRADE - USE WATER TO VERIFY EQUAL DISTRIBUTION THROUGH
CONSERVING FIXTURES AND A DESIGN FLOW OF
BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE I ALL OUTLETS.
„
TYFE SPA 24 MIN.
EXTREME WATER USE FIXTURES, SUCH
AS
JACUZZI ,
T '.
P-
TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION
LOST PROOF JUNCTION BOX
EXPLOSION R ,
OF NON -CONSERVING WATER FIXTURES IS CONTRARY TO THE INSTALL CONTROL PANEL IN HOME
Y,
DRILL I/4"0 WE
APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM EP HOLE TO DRAIN
FORCE MAIN EVERY CYCLE
LOCATION MARKER
PROVIDE ACCESS TO GRADE AND SEASONAL HIGH GROUND WATER 2" FORCE MAIN INLET ,, OVERFILL FOR SETTLEMENT, ,
=7
INSPECTION OF
�, *> �1,t� Y. RECAST CONCRETE
COVER FOR T x -1 ,w� �; uM. VE
FINISHED GRAD FILTER -
— Ak . t�f r x„ SEPTIC ",TANK q
_� ' `"UNION
12`+ - - ,-
-.,
,3,. CHECK VALVE ��1 � PERFORATED 4" PVC PER
. >_ ` 6„ TO 12" FILTER FA
ION
PUMP
EFFLUENT FILTER FIELD "SECT :, PUM i; PUMP ON '
ABSORPTION
-- - 5' PUMP OFF SOIL BACKFILL �:.. 2"
7" SANITARY TEE BLOCK PUMP
I AS REQUIRED Mw
1
6" IMUM
6 GRAVEL
4„
U 30„ I' CAULKED JOINT (TYPICAL)
IJ h 3/4" TO I I/2" WASHED 6"
i (LONGITUDINAL SECTION)
GRAVEL OR CRUSHED STONE MIN
TO I NOTES
31, MIN 60° --
6" OF SAND, PEA SEAL ASL OPENINGS WATERTIGHT (CROSS SECTION)
11 2' MIN TOSHGW
GRAVEL OR 3/4 To
1-1/2" AGGREGATE
WATERTIGHT SEAL ALL
COVERS, JOINTS AND
PENETRATIONS
A RELEASED FOR APPROVAL
A
A
0
0
NO.
6 MIN WALL
THICKNESS FOR
POURED IN PLACE
INLET
OUTLET
PRECAST OR POUREE
CONCRETE SEPTIC T
CONCRETE SEPTIC TANK
NTS
NOTE:
USE 1250 GALLONS FOR 4 BEDROOMS
USE 1000 GALLONS FOR 3 BEDROOMS OR LESS
NOTE:
- INSTALL POLYLOK PL -122 RESIDENTIAL WASTEWATER
EFFLUENT FILTER IN OUTLET TEE
- GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT
TO AN ADDITIONAL BEDROOM FOR SIZING SEPTIC TANK.
AN OUTLET GAS DEFLECTION BAFFLE AND A TWO
COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A
GARBAGE GRINDER IS INSTALLED
- INSTALL TEE IN TANK INLET AND OUTLET 16" AND 18"
BELOW LIQUID LEVEL RESPECTIVELY
DESCRIPTION
REVISI❑NS
1/19/131 BWW I ZNM I 0
0
JA0
DATE OWN CHE�cKEDNO
DOWN
SLOPE
20'
6'
—I— — _
6' 24" TYPICAL
50'
ABSORPTION TRENCHES
ABSORPTION FIELD PLAN VIEW
(N.T.S.)
USE 4 LATERALS @ 50' FOR 4 BEDROOMS
DESCRIPTION
REVISI❑NS
DATE DWN
SET ALARM 6 ABOVE PUMP ON
Fret W. Winchip Engineering,
P.C.
DISTRIBUTION
INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE
2' MIN TO BEDROCK
P.O. Box 116, 6272 State Route 9
BOX
- USE 1000 GALLON SEPTIC TANK FOR PUMP CHAMBER
Chestertown, New York 12817
- PUMP SHALL BE GOULDS WE0312M, 230 VOLT, 1,750 RPM SUBMERSIBLE
TYPICAL SECTION
TO PUMP 32 GPM @ 20' TDH
- INSTALL GOULDS S10015 CONTROL WITH ALARM LIGHT AND FLOAT
ABSORPTION TRENCH
SWITCHES AS REQUIRED -.,USE NEMA I FOR INSIDE MOUNT
i
- PROVIDE"T" WITH GATE VALVE TO DRAIN
(N.
- CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE PRIOR
,5.)
THE DESGN PRESENTED IN THIS DRAWING IS ONLY
NOTE:
INLET FROM
TO PURCHASING PUMP(S)
It is a violation of New York State Education LOW Article
NOTES:
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK TAX MAP# 289.17-1-57
THIS DRAWING BY ANY OTHER ENTITY FOR ANY
EFFLUENT PUMP
- PROVIDE FROST PROTECTIVE SOIL COVER OVER FORCE MAIN
- SPACE ABSORPTION TRENCHES 6' MIN O.C. OR AS NOTED
OTHER FURPOSE IS A VIOLATION OF APPLICABLE
to alter an item in any way. 9f an item bearing the
1z
° *
..
-.SLOPE PERFORATED PIPE I/16" TO 1/32" PER FT
M p
UM DETAIL
%
-TRENCH BOTTOM LEVEL
seal of an engineer is 'altered, the alteringengineer
shall affix to the item his seal and the notation
m
HIS DRAWING' IS THE PROPERTY OF
EFFLUENT ,I :p
- DO NOT INSTALL IN WET SOIL
DAN. BY: BWW
DATE:
11/14/13
_• •
- RAKE SIDES AND BOTTOM OF TRENCH BEFORE
C,` I
• ,osaoi�
BRET W. WINCHIP ENGINEERING, P.C.
CHK'D BY: ZNM
DATE:
PLACING GRAVEL
alteration.
s
A HP��
90FESSIl
ALL DIMENSIONS AND INFORMATION IS
—
TRENCH 24" WIDE, 30" MAXIMUM DEPTH
TO BE VERIFIED BY THE CONTRACTOR
PROJECT NO. 13-130
APPR'D.
- CAP LATERAL ENDS
Fret W. Winchip Engineering,
P.C.
P.O. Box 116, 6272 State Route 9
Chestertown, New York 12817
Phone: (518) 494-2555 Fax: (518) 494-2566
4
PROJECT: DESANTO PROPERTY
WASTEWATER REPLACEMENT DETAILS
THE DESGN PRESENTED IN THIS DRAWING IS ONLY
NOTE:
f NE!
dVy
FOR THE CONSTRUCTION WORK SHOWN. USE OF
It is a violation of New York State Education LOW Article
��
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK TAX MAP# 289.17-1-57
THIS DRAWING BY ANY OTHER ENTITY FOR ANY
undeS ctiothe 7dire209 forany person,unlessis ding,
�S�P�jEAW�1 09
OTHER FURPOSE IS A VIOLATION OF APPLICABLE
to alter an item in any way. 9f an item bearing the
1z
° *
LAWS.
seal of an engineer is 'altered, the alteringengineer
shall affix to the item his seal and the notation
m
HIS DRAWING' IS THE PROPERTY OF
SCALE: AS NOTED
DAN. BY: BWW
DATE:
11/14/13
_• •
"altered by" followed by his signiture and the date of
such alteration,' and a, specific description of the
C,` I
• ,osaoi�
BRET W. WINCHIP ENGINEERING, P.C.
CHK'D BY: ZNM
DATE:
11/19/13
alteration.
s
A HP��
90FESSIl
ALL DIMENSIONS AND INFORMATION IS
—
TO BE VERIFIED BY THE CONTRACTOR
PROJECT NO. 13-130
APPR'D.
BI Ij
BEFORE CONSTRUCTION.
�IOV_21 2013
SHEET NO. 2 OF 2
REV.
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