2012-089 01111111k TOWN OF QUEENSBURY
742 Bay Road, NY 12804-5902 (518)761-8201
411111.
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120089 Date Issued: Thursday, October 03, 2013
This is to certify that work requested to be done as shown by Permit Number P20120089
has been completed.
Tax Map Number: 523400-309-009-0002-001-000-0000
Location: 200 LUZERNE Rd
Owner: HOMESTEAD VILLAGE L P
Applicant: HOMESTEAD VILLAGE L P
This structure may be occupied as a:
Septic Alteration Commercial
1 _ By Order of Town Board
C J l(-O, 8aeS* 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.
TOWN OF QUEENSBURY
' fillikii
iVIN742 Bay Road,Queensbury,NY 12804-5902 (57 8)761-8207
Community Development-Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120089 Application Number: A20120089
Tax Map No: 523400-309-009-0002-001-000-0000
Permission is hereby granted to: HOMESTEAD VILLAGE L P
For property located at: 200 LUZERNE 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 Value
Owner Address: HOMESTEAD VILLAGE L P
Septic Alteration Commercial
4294 ROUTE 5
CALEDONIA,NY 14423 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2012-089
140 ADIRONDACK STREET-septic alteration commercial
(installed for lot 140 only -designed to fit 139& 140 -see EDP letter in file)
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,March 09,2013
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensb before the expiration date.),
Dated at the Town f Quer is �
sbu Fr's : i r i : 09,2012
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Iii t.; k7 4 ��y�i'//
MARo�82012
��sYs j.CCommunity Development Office
- Town of Queensbury • 742 Bay Road • Queensbury, New York •1280 TOWN OF QUEENsBUPY
BUILDING& CODES
Office Use OnlyTAX MAP NO. ,�L��c / '�`/ PERMIT NO. 12- PERMIT FEE__ c-5- -------
APPROVALS:
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFOR ORK BEGINS.APPLICATION IS SUBJECT TO REVIEW : FORE ISSUANCE OF A VALID PERMIT.
OWNER: -t5ceA't) V i'(,( INSTALLER: •Ali I-7 -e1 C... d -4t1
ADDRESS:4(....,Z Y ADDRESS: p ;J a 30,>e, 2ZT� 6 F
i //
PHONE NOS.7 d 2 - --y
PH a J N NOS. 796 — PT`)
LOCATION OF INSTALLATION: /37 1lT o GS __:
RESIDENCE INFORMATION:
NO.OF COMPUTATION
YEAR BUILT X = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER-+,
1980 or older X 150 = INSTALLED?_ If�`.,JJ J
1981 -1991 X 130 = SPA OR HOT TUB i r
1992-present X 110 = ' INSTALLED?___
PARCEL INFORMATION: � �_�
v. TOPOGRAPHY: FLAT ROLLINGNGV.----STEEP SLOPE %SLO
✓ SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH?
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHA�EPTH? _
✓ DOMESTIC WATER SUPLY: MUNICIPAL✓/ WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS__ PER MIINUTE PER INCH[mpi] (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: 1 GOD GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE: ..., C
.SORPTION FIELD(WITH NO. 2 STONE) Total length Ji _ft. Each trench X a
❑ SEEPAGE PIT(S)(WITH NO.3 STONE) How many?____ _ Size?
❑ALTERNATIVE SYSTEM Bed or other type?
❑ HOLDING TANK SYSTEM Total required capacity? ___Tank size? Number of tanks? __
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.
ye read the r,• lations with respect to this application and agree to
abi by these .°dx -quireme . .f the Town of eensbury QUESTIONS? CALL 761-8256 OR EMAIL
',,' Sa ta• Sewa,- Di `Or`i;; e-- — � / -2_-
Date
— codes(a�queensbury.net
gnature of Per • responsible Date [ VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection reque Afv-•.
Queensbury Building &Code Enforcement Arrive: Z=ZL a fait P-9-rt: AIM a p
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _, `
NAME: OtA 0-31—EA-V) �E`� PE' IT NO.:
LOCATION: LEST- \ it() \V1)16Ac_ PECT ON: /D"Z-1 j
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.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO]
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
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 ft.
Separation of Pits
Conforms as per Plot Plan _ N
Engineer Report and As-Built Y N
ETU Maintenance Contract Y_N
provided
Location of System on Pro erty:
Front Re Left Side Right Side Middle Front Middle Rear
S stem Use to s:
Approved
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
III •
01111111111
11111111111111
ENVIRONMENTAL DESIGN
PARTNERSHIP, LLP
March 15, 2012
Queensbury Building& Code Enforcement
742 Bay Road
Queensbury,NY 12804
Via email johno@queensbury.net
Attn: John O'Brien
Re: Homestead Village Mobile Home Park
Lot 140 Adirondack
Dear John:
On March 13, 2012 our office inspected the above referenced Homestead Village Mobile Home
Park lot. The purpose of this visit was to observe the installation of the new septic system
designed by EDP dated March 7, 2012.
Based on my review of the plans and observation of the installation it is my opinion that the
system was installed substantially in compliance with the intent of the design plans. It should be
noted that the new system was installed to serve lot 140 only, even though the plans were
designed to cover both 139 & 140 if deemed necessary.
Please contact me should you have any questions regarding this system.
Sincerely,
(711/101.41
James E. Mitchell, P.E.
900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax (518) 371-9540
/ I : 3D) /0 - 1 2_ ,,j(otke5,67.
Septic Inspection Report
Office No. (518) 761-8256 Date In p-cti•• r-. 'A-Teivee.
Queensbury Building &Code Enforcement Arrive: �� . "n'"`r -part:► Team •.:: --
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia
NAME: 0._ _ t .• ? P r•MIT NO.: ` —O
LOCATION: / 0 f?rrncdrQ 1 SPECT ON:
RECHECK:
Comments and/or diagram
Soil Td_., / Clay -
Type of Wate n _41- dell Water �q �
n distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length ft. `?
Length of each trench
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank L1 ►" e-lt
Tank to Distribution Box 4 if
Distribution Box to Field/ Piti'
Opening Sealed: � N N
End Cap
Inlet/Outlet Pipes & Baffles N
Location/ Separations
• Foundation to tank c ft.
141\--‘ FeOla absorption iTh .ft.
~separation of Pits f ft.
Conforms as per Plot Plan �Y N /7 ��
Engineer Report and As-Built Y ; ;
Location of System on Property:
Front Rear Left Side Ri h Middle Front Middle Rear
System Use Status'
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
-
EARTH
—
=
IIII-. EARTH
HEAVY DUTY MANHOLE FRAME
BLDG. SEWER
_ -
FINISH GRADE
AND COVER BY CAMPBELL OR EQUAL
12" MlNCLEAN SAND OR PEA GRAVEL 1f r
2" -THICK -.RIGID POLYSTYRENE INSULATION
I.
� 7i 1 qJE l
ACCESS EXTENSION
�'-•
V.
/EXTEND TO A V .
"' " EXTEND'TC MIN. 4' BELOW GRADE :
ASPHALTIC
=-- --
(IvHT GRADE RINGS)
A3
SEAL =III—
2 I.D. AS PER
WHERE A WATER TABLE CONDITION EXISTS
=IIII OR STRAW
CAPITA
FORT MILLER. OR EQUAL
SETTLING_
WATER TIGHT JOINT (TVP.)
(AS REQUIRED)
I
IIII IIIb —I — I— 1
IIII= I TERRATEX NO 2 NONWOVEN
INLETyI
4„ OR W 3" MIN'-
OUTLET
-
EARTH
—
=
IIII-. EARTH
IIII— — y
CONSTRUCTION FABRIC OR
UNTREATED BUILDING PAPER I'
BLDG. SEWER
— _
_
Z
12" MlNCLEAN SAND OR PEA GRAVEL 1f r
2" -THICK -.RIGID POLYSTYRENE INSULATION
BACKFILL
WITH LESS THAN COVER) ,.. .... -F
IIII BACKFILL
�'-•
V.
/EXTEND TO A V .
"' " EXTEND'TC MIN. 4' BELOW GRADE :
�7
--- 2 DISTRIBUTION BOX
A3
�N
WHERE A WATER TABLE CONDITION EXISTS
=IIII OR STRAW
CAPITA
-
ON -WOVEN GEO-TEXTILE ENVELOPE
WATER TIGHT JOINT (TVP.)
SIZE. GRANULAR FILL TO MEET THE
SI CRUSHED STONE IDT TO EXCEED #2 IN : LOT 139. & ' 4O ADIRONDACK STREET
FOLLOWING REOUIREM
0 % IN FNf;ESS OF 3" -
EXCESS
�`+ VILLAGE
HOMESTEAD ILLAVE
N- Fs-
iq
BARGE W/NON-SHRINK PROWL
I
III—IIII=
TEE
z w
4' MIN.
INSIDE & OUT
- —
JP IIII
—
—
-
ALL JOINTS BELOU,
�I (OMINOUS
O
FFF a
SANITARY TEE ..0:
cREGATE
- z_a0
TOP of FlcSTED
a0
4 PVC MIN.
O
LIQUID LEVEL TO BE
- o
TO BE WITHIN
�O
WATERTIGHT AND
GOAr210R
COAT
Q m
C-12" OF SURFACE
RAKE ANY
PERF02ATION
JOINT I
PRIORAITO GB AC�FI L INC
WITH
4AX18'E
z 2
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SHEARED
TRENCH
ORPEQUAL
H
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WALLS0
,.
MAY NOT BE
REQUIRED
O
/C16
'
, I
'
._
r(� 6 12'`. .LAYER
,
'-
PEA GRAVEL OR
24"1
CRUSHED
STONE OR
CRUSHED STONE.
24"
GROUNDWATER BEDROCK
WASHED
GRAVEL
SECTION
IYI
VIEW
BEDDING LAYER
MIN � OR IMPERVIOUS LAYER
3/4" TO 1S"
I
.
-NOTE:.
24" I. TAPERED
PLUG (TVP.) '.
INLET
INVERT
IS 3 1ABOVE
CROSS SECTIONAL
VIEW
LONGITUDINAL
VIEW
ASPHALTIC
(2" MIN.)
SEAL
-
THE SLOPE OF THE OUTLET PIPE
BE fWEEN THE SEPTIC TANK AND THE.
-
TERRATEX N0, 2 NONWOVEN
CONSTRUCTION FABRIC
_ DISTRIBUTION BOX TO BE %4" PER FT.
UNTREATED BUILDING
PAPER OR PERMEABLE !
m
III—II --
IIII IIII�I�
0GEZHLE OR 4"
LAYER OF STRAW
INLET
OUTLET
III=IIII'
II
III
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O
=l
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FLOW
O o 0 0 0 0 0 o Q o a o 0 0 0 0 0 0 0 o g o 0
o6R
SLOPE PIPE PER
SPACING 0, ABSORPTION TRENCH 6' O..&
TRENCH PROFILE
WHERE TRENCH SHIELD IS USED -
WITH THE APPROVAL OF THE
ENGINEER, SHEETED TRENCH
PAYMENT LIMITS WILL APPLY,
ALL BACKFIL MATERIAL TO BE
PLACED IN 8" LIFTS AND
BE COMPACTED TO 95% STANDARD
PROCTOR (ASTM D598).
DEBRIS, FROZEN MATERIAL, LARGE
CLODS OR STONES, ORGANIC
MATTER, OR OTHER UNSUITABLE
MATERIALS SHALL NOT BE
USED AS BACKFILL.
SELECTED GRANULAR FILL
PLACED IN 6' LIFTS AND
MECHANICALLY TAMPED OR--
A.
RSA. D. B. E. SEE NOTES 1&2.
CRUSHED STONE OR SELECT
GRANULAR MATERIAL AS ORDERED
BY ENGINEER (MECHANICALLY
TAMPED) OR A 0 B E SEE NOTE 2=
FOR UNSTABLE TRENCH BOTTOM USE
ADDITIONAL DEPTH OF STONE AS
NECESSARY TO PROVIDE A FIRM
FOUNDATION.
-IIII= THE SLOPE OF THE INLET PIPE
BETWEEN THE RESIDENTIAL UNIT AND BAFFLE NOTE:
c THE SEPTIC TANK TO BE %4" PER FT - MAY NOT BT BAFFLE NOT REQUIRED FOR
PROVIDE CAPS
REQUIRED - TANKS LESS THAN 10 FT. LENGTH
—ON LINE ENDS
a
o—�
PLAN VIEW
TRENCH BOTTOM TO BE NEAR OUTSIDE
LEVEL AND RAKED �. TANK SIZE MIN. LIQUID DEPTH "A"I TANK DIMENSIONS "B"X"C' "0" "1' HEIGHT
'.. 1000 GAL. 5'-0" 4"-3"x 8'-2"
GRADE
l _ NOTE,
PAVEMENT OR L PIPE JOINTS TO BE SEALED WITH
ASPHALTIC MATERIALS OR EQUIVALENT.
ORIGINAL GROUND
- 12" MIN f?FMOVABLE COVER -72.- INVERT ELEVATIONS OF ALL
+ OUTLET PIPES MUST BE EQUAL
SELECTED GRANULAR FILL TO _ — , * 3. THE SLOPE OF !.OUTLET PIPES
1 BE PLACED UNDER PAVEMENT 1 AO. B. E. = AS ORDERED BY ENGINEER AlL "' BETWEEN THE DISTRIBUTION BOX
NOTE: CONTRACTORS MUST. COMPLY WITH
1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. AND THE DISTRIBUTOR LATERALS
TRENCH SLOPES ARE croEN FDR - (OSHA & N.Y.S. D.O.T.) j. _ SHOULD BE I/8" PER FOOT.
/OMAX. PAYMENT LIMITS ONLY FOR BAFFLE
B PEN CUT AND ARE NOT INTENDED 3
/TO REPRESENT STABLE SLOPES —,NOT INTENDED TO REPRESENT IN ✓ERT
/ UNDER FIELD CONDITIONS. A SAFE SLOPE INLET 2,•MIN ELEV.
NOTES:
1) NATIVE EXCAVATED GRANULAR MATERIAL
MAY BE USED IF APPROVED BY THE
ENGINEER.
Lf
6" WIDE GREEN PLASTIC LOCATOR TAPE, OUTLET CONTRACTOR :TO USE SPEED LEVELERS.
—MARKED "CAUTION O A5 SUPPLIED BY FORT PdILLER 70
-
SEWER BELOW" I �/ Y.
` EQUALIZE FLOW.
TRACER WIRE #8 THEIN STRANDED
_
COPPER OR STAINLESS STEEL
S
12" MlNCLEAN SAND OR PEA GRAVEL 1f r
2" -THICK -.RIGID POLYSTYRENE INSULATION
WITH LESS THAN COVER) ,.. .... -F
�'-•
V.
/EXTEND TO A V .
"' " EXTEND'TC MIN. 4' BELOW GRADE :
�7
--- 2 DISTRIBUTION BOX
6" MIN, FOR PIPE 12" DIA. AND SMALLER y 3-
12" MIN. FOR PIPE 14" DIA AND LARGER
I .,: NOT TO SCALE
WHERE A WATER TABLE CONDITION EXISTS
g'
STONE BEDDING SHALL BE WRAPPED IN A SHEET- OF
-
ON -WOVEN GEO-TEXTILE ENVELOPE
FABRIC EQUIVALENT TO AMOCO 4545) SANITARY DETAILS FOR
SIZE. GRANULAR FILL TO MEET THE
SI CRUSHED STONE IDT TO EXCEED #2 IN : LOT 139. & ' 4O ADIRONDACK STREET
FOLLOWING REOUIREM
0 % IN FNf;ESS OF 3" -
EXCESS
�`+ VILLAGE
HOMESTEAD ILLAVE
V
25 %-70 ft PASSING #4 SIEVE :
-
O %-15 9 PASSING #200 SIEVE- TOWN OF QUEENSBURY WARREN COUNTY NEW YORK
TRENCH DETAIL
NOT TO SCALE
k
SCALE: 1 " = 20' MARCH 7, 2012
1/IRRNMENTAL DESIGN PARTNERSHIP, LLP
900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 53, 337
I
INSPECTION REQUIREMENTS: BORING AND PERCOLATION TEST:
ASSUMED CONDITION BASED ON SITE EVALUATION
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING.
0-5' MEDIUM FINE SAND
NO ; NO WATER OR MOTTLING
1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE - -
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD PERCOLATION RATE APPROXIMATELY ONE MINUTE
INSTRUMENT SURVEY.
NOTE: SAIL CONDfiION TICKS BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM
"I have seen or observed, or believe i saw evidence of, - NOTE: SEP TI C
EGEND: DESIGN
I ' 3,� t, +Ln s'�oas�s, wells', Trees, fame etc., THE SEPTIC SYSTEM ;FOR ,LOT 1 39 ,IS NOT
L ,
MIN. DENOTES MINIMUM 'I I Pt ! afs raarese,Tt to ' i <;?be APPLICATION RATE = 1.2 GAL./SF/DAY
4
FAILING 'AT THIS TIME. IF IT IS DEEMED NOT
WS. DENOTES WATE{z SHUTOFF, wt , t' dis:QTl, es set f +i , on tfle diag, l+,i." NECESSARY TO REPLACE THE SEPTIC SYSTEM LOT 139 - 1
I N FOR THIS LOT, USE A PROPOSED ,ABSORPTION r �
EXISTING SANITARY STRUCTURES -INCLU I :GS C -(7 1/ 3 BEDROOMS AT 100 GALLONS/BEDROOM }i
TANK AND SEEPAGE DEVICES ARE TO i8 H D / /-( -- FIELD ,OF 3 LINES AT 50 FT. --EACH'-TO 10
IN PLACE AND FILLED WITH_NATIVE MAT RIAL. I +TIE SERVICE LOT 140 --` =300 GALLONS
r ,
7
j LOT 140
3 BEDROOMS AT 100 GALLONS/BEDROOM
TREE =300 GALLONS
/ r
`\ "T TOTAL
�� J1 PROPOSED WYE AND 4" PVC
- SDR -35 (GASKETED BELL) 6 BEDROOMS AT 100 GALLONS/BEDROOM
TREE AT 1% MIN. h = 600 GALLONS
USE (2) 1,000 GALLON PRECAST SEPTIC TANKS u
LOT 144 LOT 145 LOT 146'>< rte, LOT 147 USE 4 LINES AT 62 FT. EACH (SPACED 6 FT. ON—CENTER)
PINE
.�'F TREE I
\ION
UCT
�I NOTES: `
( �) PROPOSED 1.000 GALLON SEPTIC - A\,�t Tx fr CONSTh- !
a TANK (SEE DETAIL TREE) CONSTRUCTION SHEET 2) � - r R7- OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR
\ / % IE SOIL MOISTURE CONTENT IS HIGH IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
PROPOSED 4•• PVC BELgW THE SURFACE CAN EASILY BE ROLLED INTO A>RIBBON INSTEAD OF CRUMBLING, THE
TREE SCH 40 AT 2% MIN %`T=� PINE MOlg!URE CONTENT /S -TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY -
/1�\_`� PROPOSED 1,000 GALLON SEPTIC MU3'r BE FOR A. RIBBON TO BE FORMED.
TANK (SEE DETAIL - SHEET 2) .I - -
-��\ 2) TR€NCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE
_.�_- PIE + ✓ / == PROPOSED 4" PVC EXGAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS i=
SCH 40 AT 2% MIN, REGRADED OR SIMILARLY DISTURBED, THE SOIL `SHALL' BE ALLOWED TO STABILIZE (LE., SETTLE tj
✓=, - I 1/ ) cul, {, NATURALLY FOR APERIOD OF AT LEAST`5/X MONTHS,INCLUDING AT LEAST ONE FREEZE -THAW _
CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE''I"\� DESIGNATED. ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED 'TO PREVENT SOIL PERMEABILITY _
J
REDUCTION DUE TO COMPACTION PLUS POSSIBLE .TRENCH CAVE -N AND DISTRIBUTION PIPE
r _ Y;
MISX/IMIN L GRADE
E.
BUT , NOT LESS THAN A INCHES TRE `
TREE � i � i + I \� � � J �I� 3) � AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS
SHALLOWTRENCHES SHALL BE EXCAVATED TO
s AIN] 'i _ u ;1 a �p u,ruduaM .. ...-. .• _ - _.- " .``„ "'4',� - ". ' DESYGP/-DEPTH'WITH -BOTTOMS PRACTICALLY LEVEL. - � -
.::. s 1' , I^LaN'.., di4 aiNE " I "n* e 5i' a I . `,I _ .. • Ewsnnc i
y
, _ _ ,y..., - - -z
_ -_ I; � - �,t4.. -..._ a- ,aril r �; _
'- - I " LLOh4NG %:lC.i'I'nGC4 TJ sTRc!/C.30TT}O/dS S"QUID 3�.Ct? Oc-D 3' D r1E•30Tk jQMn Ofipa q-.{4tNzv c4 q
-TREL ., .i 1
"""MOW
,.,i... .. _Sed. t •S - IG--- 3,- .Ea .0 TE 5 3,,-�
° n �• I I , I I `HOME +R P� K. r ,. .THE.'ZRcNCHES'SHOULD-BE BE--.CHECKEDBY. A-<TRs1N5/T,F ENGINEER:':LEVEOR CARPENTER'S'LEUEL 70 - T -
A PROPOSED - "- P ° ` "` T ""�' "IE- SS URE 1THAT EACH, IS PRACTICALLY LEVEL TRENCH:, BO TTOMS AND `SIDEWALLS SHOULD BE
DISTRIBUTION_ BOX ,`€2 . IMMERETELY NCHES.RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN
'1 r I�.., (SEE DETAIL SHEET 2) THE '--
�J
EXISTING
Y�i`� HOME /! a.. EwsnNcMOBILE
•,. (_
TREE HOME TREE \ I I I I MOBILE 4
✓I HOME 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED ATA SLOPE OF tis TO %32 INCH PER
FOOL PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL 13F
DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN. EASY METHOD OF n,
REMOVE EXISTING I I I MEASURING THE %s INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPER %4 INCH BLOCK TO
TREES AS NECESSARY I I I I ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
(TREE I FACING. DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL, CAN BE
+✓ "r I /t-/ I'� II _ ° USE2 TO DETERMINE THE hs INCH PER FOOT SLOPE. A %g INCH BLOCK SIMILARLY USED WOULD <�
YI. \`-\ i `) RES,LT INA Y32 /NCH PER FOOT SLOPE. :ANOTHER METHOD USED TO ESTABLISH THE GRADE OF -.,
- l D/S I[plBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO el
A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
AGdOEGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE. TO WITHIN SIX TO 12 INCHES
OF FINAL GRADE. e'
LOT 141 �l �'__J LOT lSLO J LOT 139 LOT 138 6) AFTR THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING
TREE - PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH
'; E a a TREVCHES OSHOI ULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS O
PLJ PLAN
��99 y� Y� +�, >a BE IMMEDIATELY BACKFILLED, THE
' !HIS PLt�lli3 2'�.,D L� �a� ONUS MATERIAL, SUCH AS TREATED
a BUILDING PAPER TO. PREVENT SIDEWALL.. COLLAPSE AND SILTATION INTO THE AGGREGATE.
F PROPOSED ABSORPTION FIELD PROJECT SITE AT i I w.:
a /f o ° d 5 LINES AT 50 FT. EACFI, TO
w 7) .THE EARTH. BACKFILL IS
BE .MOUNDED SLIGHTLY ABOVE THE: ORIGINAL GROUND LEVEL (l. E., NOT
w o - \�L%ii g o� SERVICEBOTH LOTS 13S '& 140 ALL
"YI7711C FOR of COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT THE ENTIRE AREA SHOULD BE
(SEE DETAIL - SHEET 2) 9°i L.6. 1 ilYl e7 I -!J!6
�J 9+�g py �j GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND -SEEDED ;WI TH GRASS. HEAVY EQUIPMENT
PARKIN w oo ��+ ��`� PARKING °z 1 lfl I�Uf>TI*.dltl OF SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE _
PARKING 3 AREA 3 W q AREA K3 O PARKING 3 -
AREA o ' I �, M h AREA lay SUBSURFACE- SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. z
3 oh
PINE CONSTRUCT �� 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND L,
ANY WATERLINE.' WHERE LINES WUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 _-
TOWN OF (�UEF' � � f INCH6
ES ABOVE THE HOUSE SEWER. IF A . WATER LINE. MUST PASS BELOW THE HOUSE SEWER, THE .
I
2' VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
.vs EA : :. .E (f 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE r
E.O.P. Ws. BUILDING & C D-� i,
'E 1 W WASTES NORMALLY ARE NOT TO BE -
f - - DISCHARGED >TO THE SYSTEM UNLESS A .SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET - T
Reviewed B). _` % FROM. WELLS OR WATER COURSES IS UNAVAILABLE. E
Date: .J
SYSTEM. WATER SOFTENER, ATER RECHARGE AND BACKWASH
ADIRO DACK STREET ��-
CONTRACTOR MUST CONFIRM LOCATION 1 -'r SHEET ! OF 2
CONTRACTOR MUST CONFIRM LOCATION OF OF EXISTING WATER SERVICE PRIOR TO cJ
EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SEPTIC DESIGN PREPARED FOR
COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIMUM 10 FT. SEPARAl10N
MAINTAIN A MINIMUM 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICES
BETWEEN THE EXISTING WATER SERVICE AND AND PROPOSED SANITARY SEWER LCT 139 &. 140 ADI RONDA CK STREET o
PROPOSED SANITARY SEWER LATERALS LATERALS
HOMESTEAD VILLAGE
NOTE: TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
SCALE: 1 " 20' MARCH 7, 2012
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR \TO CONSTRUCTION 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621
TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 53, 337