SEP-000781-2016 " TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
\„/--
Community Development-Building& Codes (518) 761-8256
CFIRTIFICATE OF COMPLIANCE
Permit Number: SEP-000781-2016 Date Issued: Tuesday, July 31, 2018
This is to certify that work requested to be done as shown by Permit Number SEP-000781-2016
has been completed.
Tax Map Number: 302.13-1-3
Location: 220 DIXON RD
Owner: Morris Products
Applicant: Center For Disability Services
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the „wp 4 ,f ' \
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.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
QL Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000781-2016
Tax Map No: 302.13-1-3
Permission is hereby granted to: Center For Disability Services
For property located at: 220 DIXON RD
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
Owner Name: Morris Products Septic Disposal-Residential $0.00
Owner Address: 53 Carey RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 16,2017
(If a longer period is required,an application for an extension most be made to the code Enforcement Officer
of the Town of Queensbury before the ax/p��ration date.)
Dated at the Town o ueensb ; 4WcA November 16,2016
SIGNED BY: ���,,((//// for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT i I
r
7-,v,
L, f-�
DATE I l t� `�, _ 4' )fecli �� }
TAX MAP ID
�OV 10 1%mit
00 7
I
Permit ee a yy. G0
LOCATION OF INSTALLATION
i c� i.. `apptbua1s:
APPLICANT ( ' a I, --,C (.ten, b( li�5 C / /� PHONEI E-MAIL �O �'`% (n9l
ADDRESS ZZ 0CX A 11�fl� � RfZ A Rjs/AI V �ZZ�
INSTALLER/BUILDER: IG - �L l_CZ 11A }��D PHONE/E-MAIL
ADDRESS:
OWNER PHONE/E-MAIL
Address
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: I N PHONE
RESIDENCE INFORMATION 10
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older us Garbage grinder installed _Y
1981-1991 , Spa or Hot Tub installed —Y
1992-Present
PARCEL INFORMATION
Topography Flat rolling _Steep slope _%slope
Soil Nature Sand Loam _Clay _Other
Groundwater At what depth?
Bedrock/Impervious Material At what depth?
Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is_ft.)
Percolation Test Rate: per mia�ie.pop inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUcwN
Tank Size S lions(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) `
System Type Absorption field with#2 stone Total length 7-T o ft.; Each trench-4r157 x
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size #of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system
layout on file–no exceptions.
DEcLARAnoN: Any permit or approval granted which is based upon or i.sAiranted in reliance upon any material representation or
failure to make a material fact or circumstance know by or n behalf of an pplicant, shall be void. I have read the regulations
and agree to ab' *4hese and all re rements of the To n u s anitary Sewage ispos 1 O-dinance.
Print Name: AI Date: 1111, 10 lit-13
Signature: Date:
Town of Ouse b ding& odes Septic Disposal Permit July 2014
CNEI]
ATEWATE SI`STEM DESIGN
�, l. _ _ }
� E
4 33 1 �-
. . .
DUPLEX GROUP -HOME,:fOR 'DISABLED ADULTS
® • . _
.� , 4 CLIENTS AND .2 STAFF.'MEMBERS PER.UNIT
27rJ
� :. b
r
T � 6-PERSONS PER UNIT
T 1�.
N
1J _
MILL
.
- DESIGN_FLOW _ 150 GALLONS PER DAY/ PERSON ,(CLIENT)
1 � '
lel
15 GALLONS PER DAY/ PERSON (STAFF)
10
_
r
>n
SYSTEM DESIGN FLOW 630 GPD
ct' _ a, €
�-
SEPTIC TANK - EXISTING •'1,=200 .GAL. PRECAST CONCRETE TO
PED, INSPECTED, AND REUSED 1F SUITABLE
.EXISTING �"
I BE
PUMPED
o —
_
LEACH FIELD _ S.TANDARD. 'STEPPED PIPE-IN-
STONE
DRIVE 1 P
ABSORPTION TRENCHES
DESIGN_ PERCOLATION RATE _..1-5 MIN IN
APPLICATION RATE = 1.2 GPD/SF
ABSORPTION TRENCH AREA REQUIRED =.-525 SF -
2 WIDE ABSORPTION TRENCH REQUIRED. -. 263 L.F.
INSTALL fi TRENCHES AT 45 -LF.- 270 LF ;• �
E 's
V
r
PROP.CONSTRUCTION PATH FOR
POTABLE WATER 'SUPPLY IS MUNICIPAL 'SUPPLY
MATERIALS DELIVERY.PATH TO
BE RETURNED TO ORIGINAL STATE. MAINTAIN 10 MINIMUM SEPARATION BETWEEN WATER,LINES SITE LOCATION
TOPSOIL,SEED&EST
ABLISH TURF I .`'�' ,L I 1 1 91 .l'1/'1 P
Lv\ AND WASTEWATER.SYSTEM COMPONENTS.
UPON COMPLETION OF SYSTEM I o
INSTALLATION. i
_ � ? � EAD
seen IN wERfi
FENCE SEcrION To �. ST MATERIAL
`sd I T�4✓1 Y
BE REMavED FOR EXI. UTI �NE� Y TEM /�
1 T INSTAL TICS NOTES
MATERIALS DELIVERY i �Uj \ F ABSORPTION FIELD AGGREGATE CONSTRUCTION .-SHALL BE AS SHOWN ON THIS ;-DRAWING AND IN 'ACCORDANCE 'WITH
AND REPLACED 1 STONE JS TO BE 3/4" TO :1=1%2"':WASHED CRUSHED STONE. THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS .AND ASTM
/ .
EFFLUENT SEWER PIPE F481 INSTALLATION 'OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN -_.SEPTIC
TANK.LEACH FIELDS. .
\
AD PIPING .TO BE -4 SDR-35 -OR SCH-40 PVG`'INSTALL W1771 1/8 _ .
\ \ PER FOOT'.MINIMUM SLOPE. i
\ �xisrlNG FAILING WASTEWATER AFTER EXCAVATION OF TRENCHES TO THE DEPTH
REQUIRED, THE 'WALLS AND1 LOOK
\ \ , FILTER FABRIC OF EACH TRENCH .:SHALL BE :CLEANED ;-AND RAKED IN ORDER TO .LOOSEN SMEARED
SYSTEM TO BE REMOVED AS NECESSARY
EXISTING HOUSE SEWER - : SECTIONS OF TRENCH. : -
\ f \ FORZNSTAUAT70NOFNEWSYSTEM FILTER FABRIC ' T0_ BE 4 8 :.._OZ/SY NON SEPARATION
EXISTING 1,200 GALLON PRECAST \ J �V FABRIC, TENCATE MIRAF1 .140N OR EQUIVALENT.. .
CONCRETE SEPTIC TANK,TANK TO \ o i E�,13�% ��Ox � ` TOPSOIL PLACEMENT OF AGGREGATE' SHALL BE AS SHOWN, AND CARE SHALL BE .EXERCISED
BE PUMPED,INSPECTED,AND \ \ \ \ 10 D $ACK APy-fEM N , 100%RESERVE AREA FOR ADJOINING SYSTEM TO AVOID INCLUSION OF FINE ,, GRAINED SOILS AND WASTE 'MATERIAL. IN THE
REUSED.VERIFY BAFFLES. moo' S� Li L �pYN) PLACE 4" .MINIMUM TOPSOIL .OVER ENTIRE BACKFILL AREA. SEED, ABSORPTION TRENCHES.
pDWE CK RE \ MULCH, -AND ESTABLISH TURF
EXISTING EFFLUENT SEWER _ 6A PROP,STEPPED PIPE-IN-STONE TRENCHES, THE PIPE AND .STONE SHALL . 8E LAID .:A T ': E '.GRADES .'INDICATED .MAINTAINING
\ WASTEWATER SYSTEM FILL ,
5 LATERALS @ 45 LF EACH,270 LF TOTAL �
NG EFFLUENTSTRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, - :SEPARATED JOINTS, ,:OR
FILTER CHAMBER - i SEE WASTEWATER, SYSTEM FILL MATERIAL.NOTES" ' .' OTHER UNSUITABLE CONDITIONS.
PROP.HDPE FORCEMAIr \
T /�
FpgOX• ITE, SO1L ATi-1 . ALL DISPOSAL FIELDS SHALL:.BE GRADED `TO -SHED RAINFALL AND DIVERT SURFACE
_ A
. ,_ , •' - RUNOFF AWAY FROM THE_DISPOSAL 'FIELD.
,
ao \ Lptd G)
;. !. '
tS�." TP-2 �\ TEST PIT
'TP-3 . (P1 —
,a,
TP 819116 8/9/16 BY TOM HUTCHINS, .P•E. . -DO -'NOT' USE, HEAVY EQUIPMENT 'WITHIN- "THE ABSORPTION' AREA AF
HAVE BEEN INSTALLED. TER TRENCHES
0-7 - TOPSOIL
SAWCUT NG ° '" 6n : TOWN OF QUEENSBUR ( 7717" - .OLIVE BROWN SILTY_ ' GRAVELLY SAND
-�� ; THIS SYSTEM .IS DESIGNED FOR WATER CONSERVING ;FIXTURES :AND IS NOT, DESIGNED
\ . ASPHALT WALKWAY . �. .s ` ._ `
ANaREPLACEUPor� . ` ¢ BUILDINGCO a �-T'. -:COBBLES & BOULDERS; FIRM (PREVIOUS FILL) TO "ACCOMMODATE EXTREME WATER .USE OR ;EXTREME .ORGANIC . LOADING DEVICES
COMPLETION OF SYSTEM TP-a& :, `-•' SUCH AS JACUZZI TYPE .SPAS OR GARBAGE GRINDERS.
�_2 ,� J r 17-37 --LIGHT,BROWN ;GRAVELLY FINE SAND; COBBLES
s INSTALLATION. z -: ` c, Reviewed By: e
& BOULDERS; F1
RM (PREVOUS FILL) , , AGE,
00
CELLAR AND SURFACE =WATER- DRAINAGE MUST BE
\ PROP.DIST.BOX ,„�- -''� \ 37-50" -:MEDIUM BROWN MEDIUM SAND; UNIFORM EXCLUDED FROM THE WASTEWATER SYSTEM.
.: 4T (NATIVE SAND)
\ -2 \ 50-60 ORIGINAL',MEDIUM & COARSE SAND WASTEWATER SYSTEM P�L� :PIAT AL NTS
ORGANICS, TOPSOIL, "_:AND PREVIOUS.'-UNSUITABLE FILL .MATERIAL, 'PLACE
SPRING NO GROUND TER EVJ CE
AFTER REMOVING
' TOWN OF QUEENSBURY WA' DEN WASTEWATER SYSTEM- FILL OVER THE ENTIRE AREA OF. PROPOSE® ABSORPTION BED AND
0 BUILDING DEPARTMENT TAPER AREA.
SPRING APPROx,LaCATIONAND �` Based on our limited Examination,compliance
ROUTE OF EXISTING FENCE With our comments shall not be construed as TP-2 - 8/9/16 BY TOM HUTCHINS, P.E.
indicatingthe lane and s eciPication _ €
"WASTEWATER SYSTEM TILL" MATERIAL:SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM
W : _.._ _
STING UNSUITABLE FILL C
o OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLA77ON RATE OF:2-4 MIN INCH AND :NO
REMOVE EXI
pI 0 8 TOPSOIL
- � . , .. - � ` Newyork Btate..'�rith - 826'°: :�::MEDIUM_ -:..`,BROW_ N FINE : & `MEDIUM- SAND.
-MATERIAL TO NATIVE SAND,REPLACE
ti O ORGANICS OR.OBJECTS OVER 3 IN SIZE. <-LESS 'THAN 10q_8Y_WEIGHT.SHALL BE FINER:'THAN
-
R SYSTEM FILL WITH :,..�- ` O UNIFORM:. NATIVE SAND 0.05rrmm. AT LEAST 2570 OF'THE=MATER) 1
Codes
,of
176 TO .e \ `; ( . .. ) AL BY WE-GHT.:SHALL BE IN THE,RANGE OF, 0,50mm
A 2-4 MIN, IN.PERCOLATION RATE..:' Y
'S 7 SURFACE \ 26 64 .- LIGHT BROWN :MEDIUM & °COARSE 'SAND TO 2.Omm. LESS THAN 15%,OF THE MATERIAL BY WEIGHT.SHALL `BE LARGER ,THAN 'A :1 2
WATER �� • /
o UNIFORM NATIVE SAND SIEVE.
\ NWASTEWATER SYSTEM FILL. MATERIA . IS TO.
- - IN
\ - 8/9/16:BY :TOM HUTCHINS, P.E.
TP 3
f °TRA
ED M
. T.
• m
:BE MECHANICALLY STABILIZED IN 12 LIFTS- WITH
CK EQUIP EN PRIOR
T0INSTALLATION OF ABSORPTI®N TRENCHES.
100 SURFACE WATER_
0-8 TOPSOIL
SETBACK ` ,
;\ \ FILE:COPY 8-22 - OLIVE BROWN SILTY FINE SAND; COBBLES .& INSTALLER TO NOTIFY .EIVGINEERR OF PROPOSED OURC;E of .:.WASTEWATER Sr3tE4 ;FILL
MATERIAL PRIOR TO TRANSPOR77.NG:TO 'SITE
BOULDERS; FIRM (PREVIOUS_FILL)
22=-58 MEDIUM BROWN GRAVELLY SILT & SAND•`FIRM
'r4A
(PREVIOUS FILL) I cK `•`; z` :. `k r
58_7 " - 0
4 ORIGINAL MEDIUM & COARSE SAND
AREA rt� ► ;
TP-4 - 8/9%16 BY TOM HUTCHINS, P.E. SEPTIC:PLOT PLAN �\ \ ' 0 C4
199, 168 Sq.ft. '. 0-12" - TOPSOIL I H/ E 5 EN OR OBSERVED ALL_OBJECTS ' F N
\' , SUS H AS OUSES,�NELLS,TREES;FENCES, ETC r r ::s► ® IV
..' 4.J�7 acres : 12-30 - MEDIUM LIGHT BROWN FINE & MEDIUM SAND UM s Q ® �.
NfN THIS °a` '
. ;- ., • - �, } r� N��' �. PERSONALLY 50NALLY `�;;•; _,�� � _ N .- W
SH ENT {HAVE R
�'•• (ORIGINAL SAM)) MEA.I' TNS,At •E SET FORTH ON THIS DIAGI AM. X' �s
� - --h -a
.30-52 -,LIGHT.BROWN ,MEDIUM & COARSE'SAND - — -=�"�= . 0
= \
E
NI RE . LiA . v W
"(ORIGINAL SAND) , X
cn v
NEW y o _
pF (D
s My
®' PERCOLATION TEST
i *. n' a
Y
PT-1 (AT TP-1 IN PREI/IOUS,FILL MATERIAL) ,— 8/9/16 BY TOM vj �Z - N = Cn
\' W m
t HUTCHINS P.E., , .
\� L'f W (D
2 C7
ss t -� CA
STABILIZED PERCOLATION RATE GREATER :THAN 30
�• SPRING ( �. (D p
E
.\ 1 ° o
n'
NATIVE SAN 1 T HUTCHINS, OA 0 78 O cD
ct •1 Tco
-2 (IN D) -- .8/9/ 6 BY .OM S,' P.E.
. . e P s
�'• 'STABILIZED PERCOLATION RATE: 1 MINUTE
v^ PER INCH. N
QIlk
j,, \ O
�sT TAX MAA # 302a 1.3 1-2
'Q \ ALTERATION OF THIS DOCUMENT EXCEPT,BY A LICENSED PROFESSIONAL
�•\ '9j� ` ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
® / , lb . O
SET AREA ��j� \ I 2 ISSUED FOR_PERMIT ISSUED ;FDR BID 111712616
MAP REFERENCE.
• M 'MAP =
\ WINGED PAVEMENT 1 REVISED WASTEWATER SYSTEM DETAILS 9/2$/2016
ON WEST SIDE OP ROAD BASE MAP INFORMATION FRO OF A
SUR�/EY MADE FOR UNITED, CEREBRAL PALSY ' 0 'PRELIMINARY , 9/12/2016_
® ASSOCIATION OF THE TRI--COUNTIES, INC., "
- D IN, THE TOWN OF QUEENSBURY, NO. Revisions Date . :
COUNTY, NEW :YORK DATED MARCH
7UA TE
�' .. 28820 REVISED OVEM R 6, 2002.
�� //�� N COU -
W SYSTEM PL_f'1N 02. _LAST EDN BE
WA PREPARED BY.
V VA, TE WATER .' Y T 1,V1 PL/`8N" .'
LE 17=40'
SCAprepared_ r:
VA
_ .
-WASTEWATER SCHED Pros eCt enter
W
f
St
eves .SURFA E P
:
C +� 220 Dixon Road ,
PROPERTY LINA '
NewFffork BUILDING (NATER a�ad �urvey r
- ToWn,of Queensbury, �Narren County, NY
Call Before You Dig_ , , , 169 Haviland Road Queensbury, New York .12804
Wait The Required rime _ ( 518 792-8474 New York Lic. No: 50135
SEPTIC TANK 10 10 100 t ) Drawn: JRS ( Ghecked: GTH , Scale° NOTED :Date: 612312016
IM Confirm Utility Response ' r
Respect The;Narks � BS LD 1 20
ABSORPTION FIE 0' 100,
00 ADDITIONAL INFORMATION FROM AERIAL 169 Hviland Road
Dig With care
PHOTOGRAPHY. CONTRACTOR To. . FIELD Queerisbur NY 12804-
A q
VERIFY ALL SETBACKS PRIOR TO Y 291034-0 1
wwenr•digsafelynewyork.com
CONSTRUCTION. Hutchins En iineerin (�18) 745-0307 Phone
9 . 9 (518). 745®0308 'Fax .
,...:
Tar r, I '.�. _ I :1 .0-. , + ":. .l's L '�'. t: , r' j. I .:_-•_ -_ .: "�l`. - _ i - . . - - . . - - ...
t <!•, #1 +m`�,i'�'d ,,,'i ,.6 .ta.Tv.�3 :"e:.s.:.,,: •::,_t.,..�,as:s,-.�.,..__.,..v - -..:x-,H_ ,w-. I - ., - . . ' _ - - - - _
,-nY__,!i ._-. , -m_.. ._-,.- mac_.-..,... ,,.--.. ,- __ .. - _ .. - - - - - - � ,
- - - - ..
_ ! _ -
�.. -, -
., .,. - ..
4 MIN TOPSOIL 0 .:
. ,, .
. . VER-• , - 1. .
• . THE EN71RE ABSORP'77ON .' .
. . FIELD;. SEED, AND 45' TRENCH LENGTH
. ESTABLISH TURF , - -
_w \ . . \, v v v v v v v \v \v \v \v \v \� \v \v \v \v\v\v \v \v: -
v x \ \ \ \ �� '�' \`' �`' �( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / /i / ./i./i./i /i,/i,./i,/i,/i/,/i./i /i./i,./i,./i,/i,/,/i,./,. / / /i./ ,/ ,/,/i /
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / ./ ./ ./�,/�% //./,/�, /,. r /, / 1. lr,/i /.. /i i .il l t ... :.. ..-. <..:. .
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / /�/ /,/,/i,./i,/i,/i,/i./i, / ( r / l .
\ \ \ \ \ \ \ \ \ \ \ \ \ / / / / /,/ /i /,./ /i /, / / /, / l� .f, its _r.�....z,.� 1
\ \ \ \ / /i,./,/i,/i / / /s /
\ /,/i / /
\ \ / / /, r, / /,
\ \ / i 1. ,
\ \ / / ✓ '
\ \ / ./, /
/ ./i / /.
/i,/ i l
�.._
a. y�i
^ if�•.
- '. • ♦ v. _ .. r tii ,+ •'. �.;'. ..l•' ~'♦~ .f,- - - .. a •• •:a n
r
.0
• ... ._t 1. 2..w- Y .t u..,t:..'....- Y •:.�,.^' -1• .. -. � r , / -
- - - z. /� f•, •� /r .IC,r / /% /r /; �/� `/� e.i� / ,'; II,i II,"-�I.;.1..--
� ,/" 1•,, ,t , -, 7 - - -
/ _
-��.I'I.�.I-,�I I�.II�I.--I-��.I�.II...,.��-�-I.I�.�..,�'..I.I.�I�.���I,�I�.1I.�-�.I-._-.-.�.�...I-�1 i..�.I��..I......�.-�.I.�.I._.-I.�..I...--.1�.�I..I-...1..�..,..��i II..I�III�1�...II�.....1�II��..I I..��.I I�..�.�.I.1.I..�.1�..�.�.II�.�.-I..�I"I-II-I��--m.�----.-�.--:-I-mz-...-.�----.-----��------�--��1�-----2 I I.I�I�,�I�--�-------�:-------------���.,��.�.�II.�.1�,I-1II._,,,�-II�I II.-�--I I...�.1IDN�.--I.I._I.NMEE I�-I_-.,.�..�I.�....I 1.1.11I.-1�I�I.-�III.I I.-.=ie.II-.I.......I I.I g;..I-.�...�-I.-�..I I w.�-I��.."...-�.���-�I;I�I�..-..�.�I�...-.II...,�:I.�-I�-I.�..I`-II.-j I.��I I'I'II�I�.I.�...YS1-:I I.�I I-�I�..�..I.I�I I.I.-aI..o.1.�..���I1.-I��I I��f,I 1-...-.�-.I.e�.�I�-�.tI.I�kI�1I.1_-...M�ll.''I.IMy.I..I�a.-..-..�I�...��,.-.-S��I.�I.��...I��I.��....�I�.II...-�I�I1�...I..I..�...�I I�..,..-.�...I:I��I I...I 1I I. �I��I.I I.��.I..I 1�.I.. .�.r.I II.I.1I RI O-..I..�..I��I I.,.I �...I�
. ,1I..I�.'1..,I II. �.I.-.,�.1..II..-.I..I.II.I II..�....�I1 II.I..�.I.�I.I-....�I.I�� I.I�I.I.�I�.I I�......II..�..��I..�I�..-..-I I I��1I.....-I�.�..I..I I..�....�I II I�...--...�".�I..��I I.�.I�I�I-II�
.I.I�r�1_.�I-1�I 1-.I.-I.�I.J�.I I.�I II-"..�I..1-I I�,I-I-I.-I I r�i.I..-...��-�1.-I�.i.�,I..._--.�.�lI II_�I�-�..,_-I�..,II���..I.I,I-I.I.I�..1-I-�..I...1I�-z I--:�1I1�-I.:.I.I��-�_-I�-I�1I,.���I I I..-��'II�I..-I�_�II�-_�_.,--.,I1�,,I.��,�-I�.1.,�I,.-.�I����-I�.,:��_-__.'.-.---�.-..II-��I.I1�.,I:--..-I_I_�.._I,.1.��,,i,.._.I��_--.'I�'-I:
---I.I.i��-I,:I-II_I--�,_r'.�._II.-II,.1"�!-,�I11,1I 1�*I.��I_I-I-.I'�II.I�I�.I�I I--I"1_1�I-:I1-II.I.1�1.-1'I-I��I�..�I.:ii."1,,,,i����,II1,,.:��:�,;I:i1;��,�-����1'.I 1��I��1�,L:i�.I-I,'�I�I I...1�-4I I�.1.1 II.1-!I Fk,
I.I.i1-I.I_�,II I.I kIi�,1I i-�t.��-...�1I.�,I,��,;�����i"Ii_*.Iik���iI:��-.1,I�:,�.1:,-�-�7
..I,11-�I,1�I-�_�.��-I,..�I-I'�t-��-.-.I'�-,.,_I,.--'c-�I..�-I�._-_-�'T�.'-��,�.-'-_.I.i_,.i I.------I�,-._-_,1.-I I.�_.-��..L�.�.�.I,�I�.I��_1��_,ii,�.-..,�.I 1.�I.___,I�_I7-;;�.�-I-Y�1,-.�-I_�I--!��-.I1..,��.I_�'-�i1:.�..,�1�-I.�..��,,,_i;-,...-I_-_��1I:!�-_�_.�,.-_�,W�.,.1I,-I�I�-_,.--1.:1-.'1.I.,1-I-1I�._.,1---1..���,.-,�,1�.;,.1��,-:�,I_,-/II�'.I�_��,�-I I I�I I_�...��-1�1_._;!I.�--..I-,I;1.-1 1.:-.-�,�1.-,II'_1�--,-�_=�,.:�-1-I,,;I-:,1�II.I;�-_.��:�,._I��,-I"1.�-�.Iz��I:1.:,*II.-,1�I I,��_I..I-.,_1���I��-I I.1I I��1,17Ii-i�_II.I,��-I I--.�'.-.-II,---.,I��.---.II_I.I I�--.I_-�I�.I.--ii�_�iI,�I�_.�-.,I 1--�,-_II-1i-,"1I1"I.',%i.,�,.I-_�;�1I�-4�-II II�,-��-11.._�1.;'T,�.1,.�.,I��1�1�.`1�.�.�I..-�-'1,.I_i,.I.�I���I�_�..'.1-...I-._I 1-�I�-I I��I!1I 1'I 1.--I�-.!,Ii�.:.I_I..�-�_._...I.-.I,I jI�...I I.:1.�-I�..1�!..1 I.I,I.II�1�.��1,7��_1..I.�..-..���i:%.-_.---1�I...�...1.I I._-1�'I q�;�'I'll,�1��.,.I�-.:..I-1I.,.I.I!II.4 I-I-II I--.�iI-I-I�I F.�W I I�,I.��I I1I I7.i-.�I�-�.-I_:�1�I..I-.I��F.�-�,I II�.-,.��I�_I-�-�,�iI�.,..�III-..I-,-1�..-..,.I.'-�-/\/
�_��I�I,_.-I.....,.�..IIII';�..�_I\-�,1I.I I--::�.���1I-I�I.-.:�.�."..-.I�-�.,I,,-1I.,...I--.I-.I11%�...I-I.:-�I--�._.I�.1 I..,-..-,��:-I.I:1�:�,..��I:-F_-I..�,I�.I�I1?_-����.�I III-1rII�i��_..�:.'I'II,1-,�I-�'�.i..�.�I.I-....I.-.1�I��-1.._�_..1II._.1.II 1�..-I-�I-I I.II-.�I-I-I I�1-.-.I.-�'.:�.%:-.�.��...�.�.:.....���I.I�_II.��,I.II�-����_..I.I�I-..-I.II.�-.I 1.I I_.�.I.--..-I-,I 1II,I..._�I..I�.....�I..._.I��'�II-I.II.�I�I.,L_I.i�.-.t-�_..-.I!_--I_.�I�.�..I-�-.�I I IIiI I�I.�.i'��I.i-I I.I..�._.I....�I�-i I�II����I-......i..I.I-*�_I.�,I�I.�III�-..I.I-"I'll-
II--,�I'�.�.-1.,,i_�II.�:�':..�..��I.�'.,%�II�I.--._,!.�.I�I..��,-1��.,_.V.,-I.2-�I/I-1�_I.�I�I I��.���.�I.�!IA I I,\,-..,-I.,�.,I�I.,/.I-.I�I"I I I.�iII--IIII t�-.-�1.II�I II IiI=I.1.--\-�'I_I...I.!I�iI��-�
i..-41.�I,I�I�1�.--I--��.-I./1.I-�..����,!I.1�II.I,�,��I.-�,.-z�II.\..=.�.�I.I-._.I..1.�1.....',"�.-I 11!.1-�1..�II-/,��-I-II.�.���I1.ii��,1..1'..��.,'I.��_�.�\�.I..._1 I III.--�I1i1��.I.1�I�-.-i:-1.I���III�-;L-1�.l�,.I�.)t��.�I-�4�:�.6��:,���II:_�-I!,t�it�.�i��I�.I.I�I�1,�,Ii�I1�I��"!I�1�Ii,ik�t I II.,-=.��I�Ii I��-1,11�-I�I-1I.,II--I��I.7 I._1--�i,-.]�.II.�..%_..,4.I I 1iI,I I.-�,I-�,I��I..�.�,-!---I.I:*-�I.-.-.I...1 II.�.-�II-.I�.�II..�-�I�I.'II,..III I!I,-.I�.-I.-1.I.II.���I-�I I.=,-,..�I�'.II�-,II-�I_�I.,�.-..�.-I.:�1-����:�.�.�..-,.II-I I�.I�,I�II.�.i111.%��1,��:I�.'I.�.�I�:��'�II,.I I��I.,1 1.-..4."I I.-.I..I�..I,I.�.II.�.i�.'II..�II��I 1.�...!I'�..I rI�I.,:��.-I��!I...1I.-I.�.�,��.b-....�
�-,�I�IIi..III.-I---.1-..I I��-�.I 1.I I.1 I..I,�.I 1�I�I��I.I.,�I�1I...I-1I.,I1-1 11,.I�._.���I�Ip�.��II.I��=I.I-.�.I...1 I��I�....�II�I I,.!�I.,.I�..I.i��.--..!�I./II�.--..1..=..�...�I..I�I���I�...:1.I!.�I...I.�..7.I.II-.I�
...I�=!1-.�.I 4i 1 B.I��..__jII.I_-II._I.,-._.=I.I II.I-I-i..t I.�it i 1-:;..
_t_.1...___�.I.-.,I��_i,..�,..EI_I!I.�=.��!"�,.I,.�.I i rI.-�I,���".��..1 i-�.�.-�.I�.!I-I
.�I0 L_-II�I_]_I1I I7C_�:i!II,-..1 I
A��._.---..I-!I��_��_/..I.I I.I--".�0.��_�-";I.�I_�-.III-�II,---1LIN:�,-II--I�-,6.1 I�-���I--,I.I-t-:.-�I II.-E,��.I
,�I�-.,I.II I.�.--T.I:--.I���7�I��,.-���,i!I:1�.f�.�-��III,�..1�T.,�IIi-,,I I 2,t-,�.��-�...�I,i-e-,
-:I.I.,iI�.I.��.�I."-I"/II.'.It,�II_�._.-I.7.�I.�IF._I.III"_��II�'_I.._i..-�.L-r��-,-��.
._I 1.I.--i11'.I*___.I...�,iI.�.1.II.:;�.I_.�-I...!.n_I-__1'I�.i-.-
i.
.-�.I.III_--�-�:I-I'�I zI,.:.�I:,.���-�.I�I I.1iI:_�-�,B-.I�lI 1.i.�....�,I..�,�I.II-1.�I.-.,*�:1-._I�I�.-__1_..
S_.�1:-.-��I�_::::11�..1 I-.'�1�b�.-��.�
tIII.�I.EI-�I\-I..:i:-I.:..�n:1.�
.�..7-_ILI�_�I1.'.�1�.�.-7.7_.,..,D�.i.�1�i OI.�.I::i;!r/.-
--..I��,�i�!:�I�_�.,II,-�I I..--I��,-.1-�",�--I 1-..I��%�,-I�,!I�.,
�I!�I..1.���.1-�-�.I.1�.,1'�i1�-�H1I-._I_..�,�L'J�I.I1_--�,.7--,tit._I,.�I_1--.*'���.�I..'.-:I��..1I�1�.��-�--r.-:,-�-
�1
--�.�..�.I Ii..�III.�:
..I.-I-:.I.:I I��7.-
I I.,--�,I.III�-,1��1I...�.-.I
/ l -
r / / _•! _
�! f
JC. �ii
}
_ - .» _, -
r - J.
r, .,
„
„
� : . . , . . : . . . . : is _ - - I - - -- -
. . -- - : '--- - _... . ._-.. . - - -
i\ --- ---- _ i . i
/\ - _. ii
_-... : --- , . .
I I -
I -
-- - _
- - t
4
i
i - -
�t-
-i -
__. -
I_' -
_ { _i
i. _ -{ - -
- } i -
i �i
_!- -
i - - I ,
- - -- -- - - - -- - - - _ q _I - -- - -- --
- -- -
"j _
_.. - -
I i � - -
i-� -i
- -i i
- t i--i _.i
- - i-
f - -
1
-
,
i i-i i
_-
;- t
i
-
-. . i . . 1 ! - -- - - -- -
1 ;
__- - . . _ �: - j
1 -
,
i
__
, t
:. rte_ I-, 1-j -f
I
I _
( I _L:
__ ._._._ , .-_ - - __ -
I -
, -._. _ __ . _-. . .
- -
I
,
. ,
I : _- -... - - - __
__
_. - r ,
--
f .-_ 1 --- - -- --
._.-._-. . ._._.__, i.-__ __ 7 t. ,. .. .. - ._. __ - I- -, .. - - -
1 i i "
t
, ,
,
T -
_ - n i -
PREVIOUS UNSUITABLE FILL MATERIAL PROPOSED 24 WIDE ABSORPTION TRENCH; NATIVE SAND 'SOILS .
TO BE, EXCAVATED' AND .REPLACED WITH
. (6) REQUIRED 'A.T 45' LONG -EACH i - ,
(SEE ABSORPTION TRENCH SECTION AND .
. .
WAS7EWA.TER SYSTEM FILL'MATERIAL" PROFILE FOR DETAILS) ; - A I L FL
NTS -
. .
- -
�-. WA TEWAT R YSTEM FILL MATERIAL NOTES . - -
G �l.��
11
I.
II
II
ENERAL INFORMATIN ;
AC _ LONG
- . AFTER REMOWNG ORGANICS, TOPSOIL, AND PREVIOUS ,UNSUITABLE FILL 'MATERIAL, PL E .PROPOSED 24" WIDE ,ABSORPTION. TRENCH; . (6) REQUIRED AT 45' EACH . ,
1.CONTRACTOR WILL WORK ONLY DURING PRE-ARRANGED 77MES AND DATES THAT ARE , - .WASTEWATER SYSTEM .FILL OVER THE ENTIRE AREA OF-PROPOSED ABSORPTION FIELD. (SEE'ABSORPTION TRENCH SECTION AND PROFILE FOR DETAILS) r.'1
AGREEABLE TO 80774 THE OWNER AS WELL AS THE CONTRACTOR. RESIDENTS, WILL .BE , , - •
III
. +
OCCUPYING THE HOME DURING CONSTRUCTION, THEREFORE SAFETY AND FIRE EXITS -
UST BE MAINTAINED AT ALL TIMES. RESIDENTS HERE HAVE VERY SPECIAL NEEDS AND "WASTEWATER .SYSTEM FILL":.MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM
OR SANDY-LOAMY_,GRAVEL' WITH IN--PLACE'PERCOLATION RATE OF 2-4 MIN/INCH AND NO , _ .
.
- THE CONTRACTOR WILL NEED TO CAREFULLY .COORDINATE WORK THROUGH 'THE TRENCH
,:t ., SPACING
RESIDENTIAL SITE MANAGER.
ORGANICS OR OBJECTS OVER J. IN SIZE. LESS THAN 10q BY WEIGHT SHALL BE FINER'THAN x / l' ''>;
0.05mm. AT LEAST 2590 OF THE MATERIAL BY WEIGHT SHALL ,BE IN THE RANGE OF 0.50mm r;a> '- N. �• \/,//'. '-, EXISTING .
THAN 15� OF THE MAIL=RIAL .BY WEIGHT SHALL BE LARGER THAN A 1/2" ;` _ !< \ ,: .: \ %r < -',s GRADE 4 MIN TOPSOIL OVER
PLETE THE ENTIRE . . . . TO 2.Omm. LESS . - ,\ / Q 4 ,. . r - .
2.CONIRACTOR WILL PROVIDE QUALITY WORKMANSHIP AND COM / < \ -'� ">^1 11t .'< _ E ABSORPTION
- -, SIEVE. .-.• - -:':-, +- - �', f_'!,._x, f,/,.//J,,, ^'%s»z3-,1__:t /' y\ :,.?iY 1%+:n r --
SWHY THE -_.-:; »:. _
077CE TO THE OWNER A =
. - PERIOD OR GIVEN - -
7ION WITHIN A 5 DAY P = _ - - = -- _- t,; \�\� /> ;: /, EXIS ®E'
E ENTIR
INSTALLA -- - - - - '7\ /�-- 71NG G
I'i,=: :- -'.I�:i _-moi._ .;,. :'-.::, _ `, '��,
RA FIELD; SEED AND .
BE BROOM S
WEPT AT THE END OF
" _:.: -.,-- - _..:_ -•..__ ._. -- .. _, > res; " I,' r. : - ESTABLISH .TURF
^-i l - -
AS WILL
RE
LA D
WORK A - - ,
NSTA
ELATION W)L
L BE DE YE
_.:.�: ... w,.�. , _..
_.. . ,
t 1 TS WITH -:_�,:- :-,::-:.:_�,_;:__:,_:'__-';_-�::_:.-.:,- -_:::'_-;,._:;:_,+;_,;,_,;: ,-•_ ,_�, ..._::,.-:�;--:i.-'-,::-..,t: �•z�.•-: ,,. __ ,
ATERIAL IS TO BE MECHANICALLY STABILIZED IN 12 L F _ _ _
IS
. WASTEWATER SYSTEM FILL M -_;;_:;;_:__:t_ ::-':'_:._::'
Y ENEVER DEBR _-;-_:1=:'. -:,;- CH W1DTH is\i_.= ._i ;__;::__::._,: ,:
A A
REASONABLE TIME DURING THE DA WH
7HE.DAY A ON OF ABSORPTION TRENCHES. _:,.__ ._;-._ ;- _::,__:,,_.„__ ::_,:._:::_.::.._..:-::.--:i-:i:-,: x. -:.i _:,, �
TRACKED EQUIPMENT PRIOR ,TO INSTALLATI
_ __ _.
A D
z. -..-. . -- ,, ,.._
TRA
CTOR N
ON -
NAW Y
THE C ,: _ :_
8E TAKE
IS WILL - - -- - --- - -- -- - - -
ON R - - - - - -
S UC77 - -
CON 1R - -
ULATE ,,, _ - -
ACCUM - - -
. � �_. .' __ .._-.:-,:---:1__._;I,_.-,:: _.:,:--:::-:,,---�:-;;.__:;;__,_"�:_`'-_€i-=s-r-'`'T�i 1-��::__" .__I._.__I r ':�z+:�-":>srr• -iii=i i_._,,;._,=i s=_
.'"..-a..,_,,.;,,-::i_;..�'-":__-:_,.-__-._";_.-<i::,_;r'_.,;-7__:, , .,,t_ :.- �J:i'�-:'' ! r�!;i=:"r"x, i s,.-. ::I-:,:-t iT!;--:.
DISPOSED OF IN ACCORDANCE WILL ANY LOCAL LAWS OR REGULATIONS. __ __ __ _ __ - .,. - .
. NEER OF"'PROPOSED SOURCE :OF WASTEWATER SYSTEM FILL _ ,
. INSTALLER
TO NO7TFY EIdGI -�- ___;__.._. __ _.., _
is :, �. ,- _:. _ ,.
MATERIAL PRIOR TO TRANSPORTING TO SITE. -- - _ - _ _ _ _ __ _ -- _
REVIOUS 'UNSUITABLE 'FILL MATERIAL
R GULATIONS REGARDING LOCAL " TO BE'EXCAVATED AND REPLACED 'Wl "��"` -
3.CONTRACTOR. W1LL FOLLOW ALL SAFETY RULES AND E -
"WASTEWA7FR SYSTEM FILL MATERIAL" AND Ste" - - - -: _,,.
NATIVES OILS -.. _- :__: __T___-:_- :
BUILDING CODES, NEC, SOCA, ADA, ANSI, AND ANY APPLICABLE OSHA REGULATIONS. -. .. _ _ -
- - , -
- 1t - - -
" -',.
. _ .
. 4.BUILDING PERMITS, ELECTRICAL PERMITS, ENGINEERING CONSULTATIONS, ADDITIONAL . . { TIOFL " IN .
DRAWINGS AND INSPECTION COORDINATION -WITH LOCAL INSPECTORS WILL BE THE .
RESPONSIBILITY'OF THE CONTRACTOR. , NTS - .
. , .. .. . , - .
S.THE CONTRACTOR OR ANY OF THE SUB-CONTRACTORS MUST NOT CHANGE ANY OF THE
EQUIPMENT, MATERIALS, SUPPLIES OR METHODS OF CONSTRUCTION WITHOUT WRITTEN - i -'
. .CONSENT OF A CHANGE ORDER - .
4 .
6.INSURANCE CERTIFICATES MUST BE PRESENTED BEFORE ANY WORKS BEGINS. _ -
} -
7. FINAL PAYMENT REQUEST TO BE SUBMITTED ONLY.AFTER FINAL INSPECTIONS i .
I 4" MIN .TOPSOIL OVER. 774E ENTIRE
. ARE MADE.AND. APPROVED BY ANY LOCAL OFFICIALS AND THE - -
AGENCIES CONSTRUCTION REPRESENTATIVE. % � ABSORP110N FIELD, SE
ESTABLISHTURF
`l FILTERLFABRIC MIRAFI
. .-. . - - - - - - - -
14074 DR -EQUIVALENT
.
_III-1 I f-1 1=-=__
. : . , i " -I 11-1 111 I ISI I I-1 I(�I i I-1 I I; _ .,
. ! . 12 MAX -111�I 11-111_1-1,I I -
COP OF V9/OK 1 h1 I 1-1
. � 6":MIN. .
GENERAL p -
K GENERALLY CONSISTS OF REPLACEMENT OF THE:SUBSURFACE ABSORPTION F7ELD .'_ - ._ .
WOR - _ -
- 2" .MIN �`� O° o7�j
SERVING ONE HALF OF THE.PROSPECT CENTER FACILITY, OPERATED BY INE CENTER:FOR . . , . .- . . ... .. . .. . . . . .. . ...
.
00,-, n
SLOPE
DISABILITY SERVICES, LOCATED AT 220 DIXON ROAD, QUEENSBURY, NEW YORK. -
n '- n n ''- 'n n
@zCTA UIQ !S, LA
� ��o
BOR,AND EQUIPMENT NECESSARY'TO SECURE A �j� .PROVIDE 'AND INSTALL .ALL MATERIAL6" o o0��Co 4" PERFORATED PVC LATERAL,
ASTEWATER ABSORPTION .FIELD IN . 1,-. .COMPLETE'AND FULLY FUNCTIONAL REPLACEMENT W - . -
o�� UU SLOPE 1/16 - 1/32 PER FT. 'END ,CAP
ACCORDANCE' WITH THE PLANS AND ALL APPLICABLE _CODES, RULES AND REGULATIONS.
E
i 3/4 TO 1 i/2„
DETAILED SCOPE OF WORK CRUSHED STONE
CEMENT TIN TELA PROFILE
REMOVE EXISTING UNSUITABLE COMPACTED FILL MATERIAL FROM AREA OF REPLA . .
ABSORP77ON FIELD. DEPTH OF UNSUITABLE MATERIAL OVER REPLACEMENT ABSORPTION ' NTS , , ,
FIELD AREA VARIES FROM 0-3' BASED UPON `7EST EXCAVATIONS INDICATED ON PLANS. -
- .
.
A R SYSTEM FILL MATERIAL WITH IN-PLACE_ .
PROVIDE AND PLACE REPLACEMENT WAS7EW TE
PERCOLAT]ON RATE OF 2-5 MINUTES PER INCH. MATERIAL TO.BE PLACED AND
12" LIFTS WITH TRACKED EQUIPMENT. CONTACT ENGIN
N! yl/
EER .
ECHANICALLY STABILIZED IN 6- .
O� �
FOR INSPEC710N -0F SYSTEM FILL PLACEMENT PRIOR TO INSTALLATION OF ABSORPTION
TRENCHES. 4 ,5'� .. t^
.
. 4 MIN TOPSOIL OVER 77-1E' . . ® ` . .
' 1 c Z
. P E-IN-STONE ABSORP.77ON . - ENTIRE ABSORPTION FIELD; { ,
PROVIDE AND INSTALL ALL REPLACEMENT:ABSORPTION FIELD IP
1.
.
NS. CONTACT SEED '& ESTABLISH TURF
TRENCHES AND DISTRIBUTION BOX IN-CONFORMANCE WITH PROJECT PLA -
R 'INSPEC770NS PRIOR TO COVERING SYSTEM. ,OVERFILL :TO
ENGINEER AND TOWN OF QUEENSBURY FO _ . 4
BACKFILL FREE OF . ALLOW FOR ®A -0 $� p.
. -_._ O R 3" NT .
. STONES VE SETTLEME R
PUMP 'AND HAUL SEPTAGE FROM EXIS77NG-SEPTIC TANK AS NECESSARY DURING . . - � __
. . . ' -
CONSTRUCTION PRIOR TO PLACING REPLACEMENT ABSORP710N HELD INTO SERVICE. _ I 1
. k
<, -
. . -- . TAX MAP 302.13 I-2 -
PROVIDE AND INSTALL 4n TOPSOIL OVER LIMIT OF.DISTURBED'AREAS. ABSORPTION -FIELD "I fia - ALTERATI
'.
R F B PROFESSIONAL
AREA. FI M RAFIA1401 N N WIDTH 6-12"
ON OF THIS DOCUMENT EXCEPT BY A LICENSED
W'.. . 4. OR EQUAL 2 TRE CH ENGINEER IS A VIOLATION OF NYS EDUCATION LAW
REPAIR ANY DAMAGE TO LAWN IRRIGATION SYSTEM; PROVIDE AND INSTALL REPLACEMENT g`
- .. ... ,
IRRIGA170N PIPING AND COMPONENTS. IN
.. 2" 'M ��� 1117120161
1 7 2016.
' 2 ISSUED FOR PERMIT -:`ISSUED FOR BID / / .
SEED AND MULCH WITH A THICK LAYER OF STRAW OR ROLLED EROSION CONTROL PRODUCT. . I .
�,.I I I.I 1I-I�--�-c.I:.IN-�'.iI�II--I.�ii�1�-l"".....I''1
12" M N. {
. s� ��DOO 'J��0° 1 REVISED .WASTEWATER SYSTEM DETAILS 9/28/2016
REPAIR AND REPLACE DAMAGED'OR DISTURBED AREAS OUTSIDE LIMIT OF ABSORP77ON FIELD J
DING ASPHALT WALKWAYS. D�n o. 0 z- �po 1 I
INCLU .
p PRELIMINARY : 9/72/2016
. . . ': _ ATE L
LOPE D
,
- 3 .Y T� 1 " 6" - 2" P RRFr No. RevisionDate
. ; WASHED CRU HED PER/1 1/3
. - - . .
- j----- - _ - -
,- - - -
_ l STONE
t .
_ � : DT�1L H' �" .
, - .
.
,� N T
prepared for-
- - .
.
. .
- -
NT
S
. - �r, sped �enfer
. , -
220 DixonDixo
n Roa
.
-. , 'Town of Queensbury, Warren Cbunty,.NY
�" -
Call Before You Dig .. .. Draw : JRS - . ,
Scale:,NOTED . I Date: 6%23/2016
. . ..
Wait The wired Time wn i Checked GTH I
a - 169 Havilond Road .
Confirm utility Response - .
Respect The Marks Queensbury, NY 12804
Dig 1ArItf1 Care - -1 � - .- - -
. (518) 745-0307 Phone 291 ®34 ®�
-T Hutchins Engineering -
. .
, .ditet ,. ,..w„
, ,
. -
®: - -
.r . . ,
-
11 .
I
--
, - - .. - � - .- - t - _.._.-_..,.. .... ............ . «_�..,,-, .. ..: _ � I .-I. ,,. �x.,arvr_-'" 'A ...r..,.- ,.....�i•d'da.r:f�.,, � , a ,v. i, :. -