BOTH-000257-2016 TOWN OF QUEENSBURY
.y
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000257-2016 Date Issued: Tuesday, May 23, 2017
This is to certify that work requested to be done as shown by Permit Number BOTH-000257-2016
has been completed.
Tax Map Number: 309.9-2-1
Location: 182 Adirondack ST
Owner: Homestead Village
Applicant: Sanitary Sewer Service
This structure may be occupied as a: Septic System
Lot 182,Adirondack Street-Homestead MH Park By Order of Town Board
TOWWN''OF QUEENSBURYJ
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
742 Bay Road,Queensbury„NY 12804-5904 (518)761-8201
Community Development- Building&c Codes (5 18)761-8256
BUILDING PERMIT
Permit Number: 130TH-000257-2016
Tax Map No�: :3f19.9,,-2-1
Permission is hereby granted to: Sanitary Sewer Service
For property located at: 182 Adirondack ST
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 tln'iforan
Building Codes and the QUMIslaury Zoning Ordinance
Type of'C"onstruction
Owner Name: Homestead Village Septic Disposal $0.00
Owner Address: "Total Value $0,00
Contractor or Builder's Name/Address Electrical Inspection Agency
Sanitary Seaver Service
PO Box 224
Glens balls,NY 12801
Plans&c Specificaations.
Septic System
Lot 182,Adirondack Street-I lornestead Mill Park
$40.00 Pl EMIT FET PAID-THIS PERMIT EXPIRES: Thursday,April 27,2017
(1faa longer period is required,an application for an extension must be made to the code Enforcement Officer
of the"Town of Qucensbury More the expiration date.)
Dated at the Townof laury� uvlon a y 2,2)16
SIGNE11:)BY: for the']'own of Queensbury.
a��
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT t�ffic a��e�ntrr
0Received
Taal M1ap ID
TA K Perrrift No. 'z_
Permit Fee
Approvals.
AAP t G�t� 1 a , .,� ! t, ... 'NGN E MAIL
ADDRESS
AGIDRSSW ..
�
PHON "
i !t
li..i: lNG&'E=__
Year Built #of bedrooms X Gallons per bedroom =Total Daily flow
9 ggo or Calder garbage grinder Installed _ Y XN
1981-1991 Spa or Hot Tub installed _Y/_N
`topography zMatroffing — eep sloe slope
Soil Nature Send Loam Clay Other
Groundwater At what depth? Al AI
Bedrock 1 Impervious Material At what dep1h7 /
Domestic Water Supply Municipal Well(if well,water supply from any septic ayatetn absorption is tt.�
Percolation Test mate. rr_ per minute per inch best to be completed by licensed engineering 1 architect)
t�r�cas
Talc Size gauons(minimum size 1,000 gallons,add 250 gallons to size fnbr each garbage grinder or spa or hot tub)
System Type Absorption field with R stone Total length.. „ �it;Each trench _5-0�, , .
,Seepage Pd mffi;gg stone blow many'. s3�e
Alternative Byatem Bed or other type?
Molding Tank System Total required capacity? Tank size #of tanks
MgMg_! 1)Alarm system&associated electrical worts roust be Inspected by a Town approved electrical inspection agency;2)We will no longer
mow systems to be covered until such time as an As-Bul[f plana is received it approved. The installed system must match titre septic systarn
layout orafile–no ex ptions-
peg AMru: Any permit or approval granted which is based upon or Is granted in reliance upon any material representation or
failure to make a material fact or circurnslartca know by or on 'behalf of an applicant, shall be void. I have read the regulations
and agree to abide by ese and all ulre of the Town of Queensbury Sanitary Sawage Disposal ordinance.
Print Name _"�, t Date.. /1
Dlgnature: Dane: ..
Town of Queensbury Building&Godes Septic Disposal Penult JWy 2014
309.9-2-1 BOTH 257-2016
Sanitary Sewer- George Drellos
Lot 182 Adirondack Street
BORING AND PERCOLATION TEST: Septic System - Alteration
INSPECTION REQUIREMENTS: - ;
ASSUMED CONDITION BASED ON SITE EVALUATION
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. 4
0-5' MEDIUM FINE SAND
NOTE: NO WATER OR MOTTLING
1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE LEGEND:
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD E.O.P. DENOTES EDGE OF PAVEMENT PERCOLATION RATE APPROXIMATELY ONE MINUTE
INSTRUMENT SURVEY. MIN. DENOTES MINIMUM
PVC DENOTES PLASTIC PIPE NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM. Q
SCH DENOTES SCHEDULE Z
EXISTING SANITARY STRUCTURES AND SEEPAGE DEVICES ARE W.S. DENOTES WATER SHUTOFF
TO BE CRUSHED IN PLACE AND FILLED WITH NATIVE MATERIAL. =
SEPTIC DESIGN : E � '
PROPOSED 4" PVC
scH 40 AT 2% MIN. APPLICATION RATE = 1 .2 GAL./SF/DAY
MAY 02 2016
PROPOSED 1,000 GALLON �� �� UEENSBURy LOT 1824" �
SEPTIC TANK 3 BEDROOMS AT 100 GALLONS/BEDROOM TCWOQUN3lJf�Y
(SEE DETAIL — SHEET 2) ; UILDING & COMES Q E_1 13UIL.DING&CODES
=300 GALLONS
TREEReviewed '
at • USE 1 ,000 GALLON PRECAST SEPTIC TANKS
.
PROPOSED 4" PVC SDR —35 USE 3 LINES AT 50 FT. EACH (SPACED 6 FT.__-ON—CF�-NR)
(GASKETED BELL) AT 1% MIN. � I. ��
' I NAVA SEEN Oa OESERVEt� ALL OBJEOTS
N oR TH TOWN OF QUEENSBURY
/ - PROPOSED DISTRIBUTION BOX #2 l;`1r[_DINr DEPARTMENT SUCH AS HOUSE)WELL5 TREES) FENCES, ETC
(SEE DETAIL — SHEET 2) ased,)n GI,?r lmnitod ex,3mination,compliance SHOWN ON THIS DOCUMENT,I HAVE PERSONALLY
Stith�x;r �,rnnients affi 1, ;+nt tie construed as ME' REDTH DIS'�-0C FORTH ON THIS DIAGRAM,
intdSiwt ' rile Inns Bins., sr,'�;ciflcations are in �.' �(,1,
I I .� ,v+tn the OI�;IdIrIU Codes of DATE
NeW Yvr;. :�t�f�a.
SIGNATURE
I
CONSTRUCTION NOTES. a
1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR N
i THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES
o EXISTING `i--- BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE - N
MOBLE I I o MOISTURE CONTENT 1S TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY
EXISTING i MUST BE PRESENT FOR A RIBBON TO BE FORMED. Q
LEACH CL
I I FIELD i 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE a
EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS
w ; REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (l.E, SETTLE
s I I I m { NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE—THAW Q
~ "HI CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE Q
Z I I I I TIDESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY i
Z - REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE o
O I I I v MISALIGNMENT/BREAKAGE a
p I I I I Q ( O CH
O
W . I., _ I, .. _ - - -—SHALLOW A3) AFTER A S,SAPOSSIBLE,ADE CBOT N TRLESS.THAN_ENCH VABTIO INCHES. BTREN TRENCHESSHALLBE EXCAVATED NCH DEPTH SHALL BE �O �I
M i I I1}-
DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. o
-SHALL
1 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF Q
THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO a
\ I ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE o
IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN
L J THE TRENCHES. y
ti
PROPOSED ABSORPTION FIELD 5 GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO Y32 /NCH PER w
FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL: GRADES SHALL BE
3 LINES AT 50 FT. EACH V)
DETERMINED BY AN ENGINEER'SLEVEL, TRANSIT OR CARPENTER'S LEVEL: AN EASY METHOD OF
(SEE DETAIL — SHEET 2) x
MEASURING THE %6 Ya INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A INCH BLOCK TO' o
TREE '/ I ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK o
FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE
TREE USED TO DETERMINE THE %6 INCH PER FOOT SLOPE. A Y8 INCH BLOCK SIMILARLY USED WOULD 'o
RESULT IN A Y32 /NCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF %
w w DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO
A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
w' LOT 182 LOT 181 w AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES S
I OF FINAL GRADE. a
PARKING PARKING
AREA ¢i Q AREA 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING
3 PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH
' BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE T
TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED
BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 2
E.O.P. W.S. E.0.P. W.S. l FE S.� - - - � - - W
_ 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT 2
COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE Z
U U GRADED. WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT i
a Q_ SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE
mown SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. m
IRONDA CK �a� STREET o�0 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND j
A D ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 0
INCHES ABOVE THE HOUSE SE:-VER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE z
U� j VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
o�w o�:
2 z - 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE 3
v o SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
FROM WELLS OR WATER COURSES IS UNAVAILABLE. g
2
ti
SHEET 1 OF 2
A r
SEPTIC DESIGN PREPARED FOR
NOTE: j LOT 182 ADIRONDACK STREET
MOBILE HOME UNITS TO BE PLACED WITH A io
MINIMUM 10 FT. HORIZONTAL SEPARATION. -,, HOMESTEAD VILLAGE
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
THE LOCATION OF THE WATER SERVICE MUSTSCALE: 7 " = 20' APRIL 22, 2016
BE VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION TO CONFIRM PROPER SEPARATION ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371 -7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
JAMES E. MITCHELL P.E. 53,33 7
/—HEAVY DUTY MANHOLE FRAME
FINISH GRADE AND COVER BY CAMPBELL OR EQUAL
I I I I—III 1111—III + I I I I—IIII— I S I—I S I I—I I
III=IIII_ I—IIII= N� III=IIII—IASPH (M-IIII, IIII—_ ACCESS EXTENSION
SEALALTIC =IIII— —IIII- 2'H1 GD_ ASRPER)
DE
GRADE FORT MILLER OR EQUAL
NOTE: I I (AS REQUIRED)
I. PIPE JOINTS TO BE SEALED WITH INLET
ASPHALTIC MATERIALS OR EQUIVALENT. — ---i i OUTLET
12" MIN REMOVABLE COVER7 4„ QR �.. I 3" MIN. I I FA�
z2. INVERT ELEVATIONS OF ALLBLDG. SEWERZ
OUTLET PIPES MUST BE EQUAL. � 00 v �— PATER TIGHT W/NONJ INT (TYP.) Z
�- w p_. SANITARY
3tv� . THE SLOPE OF OUTLET PIPES TEE u z 4" MIN. INSIDE 2c OUT �(
BETWEEN THE DISTRIBUTION BOX I ALL JOINTS BELOW FULL w r
AND THE DISTRIBUTOR LATERALS LIQUID LEVEL TO BE BITUMINOUS � I �— SANITARY TEE „D„
SHOULD BE l/8" PER FOOT. WATERTIGHT AND INTERIOR o
BAFFLE LEAKAGE TESTED COAT Q
`a PRIOR TO BACKFILLING KOP 300MI I BAFFLE WITH
INVERT OR EQUAL :J4"X18" MIN.
INLET 2""MIN ELEV. I 1 MAY NOT BE
I'I I REQUIRED
O 11 J) O .OUB LET CONTRACTOR TO USE SPEED LEVELERS _ 6" TO 12" LAYER
l : AS SUPPLIED BY FORT MILLER TO PEA GRAVEL OR
USHED S
2„-5 EQUALIZE FLOW. BE D D N G ATO NRE
SECTION VIEW
NOTE: 24” I.D. TAPERED
INLET INVERT IS 3" ABOVE PLUG (TYP.)
I2" MIN ASPHALTIC (2" MIN.)
CLEAN SAND OR PEA GRAVEL
SEAL
� THE SLOPE OF THE OUTLET PIPE
BETWEEN THE SEPTIC TANK AND THE
DISTRIBUTION BOX TO BE %4" PER FT.
#2 DISTRIBUTION BOX INLETS m OUTLETS
h
NOT TO SCALE COO)
THE SLOPE OF THE INLET PIPE -
BETWEEN THE RESIDENTIAL UNIT ANDNOTE: N
THE SEPTIC TANK TO BE Y4" PER FT. i i BAAYFNOT EBE BAFFLE NOT REQUIRED FOR o
III REQUIRED TANKS LESS THAN 10 FT. LENGTH Q)
$ _l
0
�
"C" »D»
N
£1 �
PLAN VIEW
a
OUTSIDE a
TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "O" "I" HEIGHT
Q
YI
1000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" o
e
Ij . j s
0
TOPSOIL FOR SETTLING (HEAVY DUTY SEPTIC TA
1 1 1 1 1 I .I I 1=IIII 1 1 1 1=1 I
I F =I = 1SEPTIC TANK
=IIII—IIII= —IIII- -IIIIIIII.,^I ". .�1IIII=11111 TERRATEX NO 2 NONWOVEN T .. NOT TO SCALE FORT MILLER OR EQUAL o
—1111 —IIII= : IIII
_I, I I EARTH EARTH CONSTRUCTION FABRIC OR
UNTREATED-BUILDING PAPER 21
BACKFILL IIII BACKFILL OR STRAW
I II I I-IIII !-IIII- III=IIII= ��. �'
TOP OF AGGREGATE ` O� = z OO 0 O� 4" PVC MIN. W
TO BE WITHIN
6"-12" OF SURFACE O RAKE ANY C PERFORATION JOINT
_z 2SMEARED �nJ v�
� �/0 �-Y� TRENCH o n n
N z O -WALLS �j Q
2
O�� o ��
00 00 OO _ (:7 00 Q
CRUSHED STONE OR
24" ;I 24 �^
GROUNDWATER BEDROCK WASHED GRAVEL J
MIN OR IMPERVIOUS LAYER 3/4" TO 1Y2" I
CROSS SECTIONAL VIEW LONGITUDINAL VIEW
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
2
UNTREATED BUILDING PAPER OR PERMEABLE w
GEOTEXTILE OR 4" LAYER OF STRAW 2_
o
1.I IIII—IIII' IIII-1 I I I I I� = I 1=1 11= �I�11
O O OO OO QI 7 2" MIN w
FLOW�I W
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q o 0 0 0 0t 0 0 0 o "--PROVIDE CAPS
LINE ENDS �
0
�� UZI
00 00 �v 00 0 000 00 v�
SLOPE PIPE Ys"-Ysz" PER FT, Y�
SPACING OF ABSORPTION TRENCH 6' O.C, o
TRENCH BOTTOM TO BE NEAR
LEVEL AND RAKED 3
TRENCH PROFILE
SHEET 2 OF 2
ABSORPTION TRENCH DETAIL SANITARY DETAILS FOR
NOT TO SCALE LOT 182 ADIRONDA CK STREET o
nt HOMES TEA D VILLAGE °
TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK
NOT TO SCALE APRIL 22, 2016
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP
9100 ROUTE 146 CLIFTON PARK, N.Y. 12065 (51 a) 371 -7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
\ JAMES E. MITCHELL P.E. 53,33 7 J