SEP-000326-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
g
Community Development-Building& Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000326-2017 Date Issued: Wednesday, October 11, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000326-2017
has been completed.
Tax Map Number: 309.9-2-1
Location: 200 LUZERNE RD
Owner: Homestead Village
Applicant: Sanitary Sewer Service
This structure may be occupied as a: Residential Septic Alteration
69&70 Alpine Avenue 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.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000326-2017
Tax Map No: 309.9-2-1
Permission is hereby granted to: Sanitary Sewer Service
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
Tvce of Construction
Owner Name: Homestead Village Septic Disposal $0.00
Owner Address: 200 Luzeme RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Sanitary Sewer Service
PO Box 224
Glens Falls,NY 12801
Plans&Specifications
Residential Septic Alteration
69&70 Alpine Avenue
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 15,2018
(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 expirations date.)
Dated at the Town of(��e'e','n's'/I ; n �hur 017
SIGNED BY: 4�(�Y/�(/ for the Town of Queensbury.
Director of Building&Code Enforcement
SEP71C DISPOSAL PERMIT Office use Ont v z^✓if (�(l
TAX MAP 3Oca '{ I'Lu 1-612
J _ Permit I a L(O• vp
LOCATIONOFINSTALLATION Lb1 d' Appro
A IPL e ?4A/e, TOWN OF SUE
COMMUNITY DEVELOPMEh T
APPLICANTT11qA' I'4 'tiZ' -MAIL
ADDRESS O 22 e j
rArl-e PHONE/E-MAIL
ADDRESS: /
OWNES Op n-J-7 /�- L//.( /- f PHONE/E-MAR
Address Lam' �� O� 0 T 1! //767 7
CONTACT PERSON FOR 9UILOINe&CODES COUWA PHONE• S `�U
RESIDENCE INFORMATION Lee
AII�-j
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed
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? /L
Bedrock/Impervious Material At what depth?
Domestic Water Supply unicipal _Well(if well,water supply from any septi:system absorption Is_K.)
Percolation Test Rate: d—S per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size gallons(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 LaL--fL;Each trench .5-V x S—
Seepage Pit with#3 stone How ;size
Alternative System Bed or oth ?
Holding Tank System Total r red c ity? 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-Butt pian Is received&approved. The installed system must match the septic system
layout on file—no exceptions.
DECLARATION: 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 circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide bylhpse and all rega[reme of the Town of Queensbury Sanitary Sewage Disposal 0d ance.
Print Name: fJ�7 sa OJrr^lJ Date:
Signature: Date:
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
017`1 E ATE
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309.9-2-1 SEP-000326-2017
Homestead Village
69 & 70 Alpine Drive
Residential Septic Alteration
BORING AND PERCOLATION TEST:
INSPECTION REQUIREMENTS:
ASSUMED CONDITION BASED ON SITE EVALUATION
ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING.
0--5' MEDIUM FINE SAND r
1 NO WATER OR MOTTLING N
NOTE. LEGEND: N O
EOP DE NOTES EDGE OF PAVEMENT
PERCOLATION RATE APPROXIMATELY ONE MINUTE M
{`®
1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE OHUL DENOTES OVERHEAD UTILITY LINES
N
RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD
SS DENOTES STREET SIGN NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYrTc5M.
UP D ® L
EF— 1— —r � O
INSTRUMENT SURVEY. Ws DEVOTES UTILITY POLE NOTES WATER SHUTOFF C3 w¢ M
SEPTIC DESIGN : 0Z� Q ` a > v
I`
EXISTING SANITARY STRUCTURES AND SEEPAGE DEVICES ARE }� APPLICATION RATE = 1 .2 GAL./SF/DAY z J Q = ® .�
TO BE CRUSHED IN PLACE AND FILLED WITH NATIVE MATERIAL. �� �1 -�° J ¢ vi a I- ®_ CL
RT>� L �I K LOT 69 n o � ¢�` � > _ W
L, L- > UJM,
g a 3 BEDROOMS AT 100 GALLONS/BEDROOM
=300 GALLONS ° o J �' Lu
r �;
�
PROPOSED 1,000 GALLON SEPTIC
LOT 'O wO"'cn o U,
TANK (SEE DETAIL - SHEET v) PROPOSED WYE AND 4" PVC SDR gr ALL; ` 3 z Ei= W ® g °' �'
-35 (GASKETED BELL) AT 1% MIN. BEDROOMS AT 100 GALLONSBEDROOM/ v> ,- c M = to W
PROPOSED 4^ PVC J I�_ =300 GALLONS Q Q
SCH 40 AT 2% MIN.— W o o D S � f-�V�� 1--C ZE¢ 6 S �
Lu
PROPOSED 1,000 GALLONI SEPTIC TOTAL �o
F
TANK (SEE DETAIL - SHEET 2) 6 BEDROOMS AT 100 GALLONS/BEDROOM
OHUL' 600 GALLONS
UP OHUL 0T2% MIN.,:
PROPOSED4 �NUSE (2) 1 ,000 GALLON PRECAST SEPTIC TANKS
WOOD
UP SHED USE 5 LINES AT 50 FT, EACH (SPACED 6 FT. ON—CENTER) _
�
I
\ CONSTRUCTION NOTES
Q. ) 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR 4
4° THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES = �
EXISTING J BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE N
MOBILE -_ j MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY o
)� HOME i i MUST BE PRESENT FOR A RIBBON TO BE FORMED.
I I I EXISTING 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE N
MOBILE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE 1S n
HOME REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE °
NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE-THAW
Z CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE
DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY
O I I I f PROPOSED REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE
I I Oma_ MISALIGNMENT/BREAKAGE.
z DISTRIBUTIOIJ BOX #2 a
w I ( (SEE DETAIL" - SHEET 2) 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS i
_.
M.. I I I SHALLOW AS, POSSIBLE, BUT NOT-LESS THAN 18 INCHES. - TRENCHES SHALL BE EXCAVATED TO
I I I I I O x DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. _ Q
I
p 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF o
W THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO
m ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE Q
M IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN _ a
I THE TRENCHES. °I
5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF IIs TO %32 INCH PER vw
FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE
Lo
\ FILE COPS' DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF Z
I MEASURING THE tis INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 /NCH BLOCK TO
)� ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK
LOT 70 FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE z
- USED TO DETERMINE THE %s INCH PER FOOT SLOPE. A %8 /NCH BLOCK SIMILARLY USED WOULD 4
RESULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF %
_
w~w DISTRIBUTOR PIPS' IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO
mom A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL
LOT 69 LOT 68 AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES
m o I o o a OF FINAL GRADE. o
o,� w �W W
UP W/
PARKING ( Z�2 PARKING Q � 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING
AREA 00 o AREA �10Lc PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH W
i_y�.� — — �
OHUL I o n _ {_ BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE °
e TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED T
SS 3 0R0 ozo
�o ° BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE.STOP z
SIGN WS U° Ws TOWNOF �,. fi`a j 3 T W
o QUE- 3 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT s
EOPRI Imi9 ltd b e) R € ; COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE z
I I ! 3 ` . GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT
t��evie , �� � SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE �
SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. °
I
ALPINE VEN IE ��- t� 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND w
ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 °
INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE w
VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES.
EOP I 3
I 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE -
SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE
CONTRACTOR MUST CONFIRM DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET
I I
CONTRACTOR MUST LOCATION OF EXISTING WATER FROM WELLS OR WATER COURSES IS UNAVAILABLE.
SERVICE PRIOR TO
CONFIRM LOCATION OF I I s
EXISTING WATER SERVICE COMMENCEMENT OF
PRIOR TO COMMENCEMENT CONSTRUCTION AND MAINTAIN A SHEET
� ./ r�
OF CONSTRUCTION AND MINIMUM 10 FT. SEPARATION /7 ! aev
MAINTAIN A MINIMUM 10 :BETWEEN THE EXISTING WATERa
FT. SEPARATION BETWEEN SERVICES AND PROPOSED SEPTIC
THE EXISTING WATER SANITARY SEWER LATE
SERVICE AND PROPOSED
SANITARY SEWER � NEW� 70 ALPINE lVE
= o
YfC N
LATERALS - I"' 'rT u
PROPOSED ABSORPTION FIELD �7 ti 'f ,r ' E IL
o
5 LINES AT 50 FT. EACH TO y L�
SERVICE BOTH LOTS 69 & 70 r"
NOTE: (SEE DETAIL - SHEET 2) Z, ®(HIV OF 20' MAY
WARREN COUNTY, NEW YORK o
SCALE. 1 = 20 MAY 24, 2017 Ll
MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HdRI , o
SEPARATION.ZONTAL NJ °'� g
THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED PRIOF� TO CONSTRUCTION 900 ROUTE146 CLIFTONN.Y. 1 (51 8) 371 -7621
t
TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET)/ ENGINEERING LANDSCAPE ARCHITECTURE LAND l! \/ YING
MICHAEL S. McNAMARA P.E 71,029
HEAVY DUTY MANHOLE FRAME
FINISH GRADE AND COVER BY CAMPBELL OR EQUAL
ASPHALTIC III=11 = _ _ •� IIIIIIIIIIIII=iii i .IIIIIIiI—II
"f l l
II- I IIII N IIII= (MHEGRAEXTENSION
EI RINGS)
SEAL —IIII -IIII, 2' I.D. AS PER
MILLER
TOPSOIL FOR SETTLING I I 1
FORT
S REQ REQUIRED)
OR EQUAL
—
114
— INLET
I I!I I I I I I I I I I I 1111 1_I -1111=
I I I I I I I I I I I I I I I TERRATEX N0. 2 NONWOVEN 3" MIN. 4OUTLET
_ 4>, OR _ I _ _ _ —
z¢ 111 I— CONSTRUCTION FABRIC OR BLDG. SEWER — I I v Z = O
EARTH IIII —IIII- EARTH -IIII— UNTREATED BUILDING PAPER /�' �p 1/3 12 _ Z
N BACKFILL =IIII=I BACKFILL I=IIII OR STRAW SANITARY T I I "A" � WATER TIGHT JOINT (TYP.)
- TEE -� ao -�.. PARGE W/NON—SHRINK GROUT = Q,
I I —I I I= / z 4" MIN. - INSIDE & OUT
-IIII- =IIII= =IIIII =IIII= 1 I ALL JOINTS BELO FULL W �—
TOP OF AGGREGATE '�— 4" PVC MIN. LIQUID LEVEL TO BE '— BITUMINOUS I SANITARY TEE „O>,
N 00� INTERIOR o
' WATERTIGHT AND I
6 82" OF (SURFACE z 0 SMEARED ION JOINT PRIORATOGBACKFILDNG COAT Q I I
Z RAKE ANY PERFORgf
KOP 300M BAFFLE WITH
OR EQUAL � i i 4"X18" MIN.
TRENCH .,,,,9 n n !� ®® MAY NOT BE
z O WALLS C(S�X`j
- N — �/ hl REQUIRED
�
'• „....O O 1,
2(D 6p
D_q7 �X/1 00 O� O� 6-062
;' 6" TO 12" LAYER
— 24" ,� CRUSHED STONE OR CRUSHED PEA GRAVEL OR
24 GROUNDWATER BEDROCK WASHED GRAVEL- BEDDING LAYER
MIN T OR IMPERVIOUS LAYER 3/4" TO 1Y2" SECTION VIE W
24" I.D. TAPERED
NOTE: PLUG (TYP.)
INLET INVERT IS 3" ABOVE
CROSS SECTIONAL VIEW LONGITUDINAL VIEW ASP"SEAIL
(2" MIN.)
I I THE SLOPE OF THE OUTLET PIPE
BETWEEN THE SEPTIC TANK AND THE
TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC
DISTRIBUTION BOX TO BE Y4" PER FT.
UNTREATED BUILDING PAPER OR PERMEABLE
= 111= IIII=IIII—i,,,_ GEOTEXTILE OR 4" LAYER OF STRAW INLET - I-I OUTLET
_III 1-1 I i i=1 I I r I I I IEEE
gg7
'IIII=II —IIII= THE SLOPE OF THE INLET PIPE17111O O O a7 O� 00 O O —'T BETWEEN THE RESIDENTIAL UNIT AND I 1\
BAFFLE NOTE: T
0 0 ...o., o o IN. O� ON LINE ENDS — a j I I MAY NOT BE BAFFLE NOT REQUIRED FOR
ZZZ777 � o_�vo 0 0 20 Myo 0 0 0 o THE SEPTIC TANK TO BE Y4" PER FT. REQUIRED TANKS LESS THAN 10 FT. LENGTH
FLOW—� I O PROVIDE CAPS
REO
00 a0 00 --o on00 - 00
SLOPE PIPE Xa"-752" PER F7-r• 9
SPACING OF ABSORPTION TRENCH 6' O,C. PLAN VIEW
TRENCH BOTTOM TO BE NEAR °N
LEVEL AND RAKED OUTSIDE
TRENCH PROFILE
TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B'Y' "O" HEIGHT o
1000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8"
ABSORPTION TRENCH DETAIL z
�.
NOT TO SCALE SEPTIC ., (H... �.... ...... .,.,_ ._.... .. .._..,,.K) Q
EA VY DUTY SEP Tl C TANK)
I
TANK
FORT MILLER OR EQUAL N
O SCALE _ �I
GRADE zl
Q
NO TE: JI
I. PIPE JOINTS TO BE SEALED WITH
ASPHALTIC MATERIALS OR EQUIVALENT. w
12" MIN REMOVABLE COVER 7w
PAVEMENT OR 2. INVERT ELEVATIONS OF ALL
ORIGINAL GROUND OUTLET PIPES MUST BE EQUAL.
SLOPE__/
J. THE PIPES
WHERE TRENCH SHIELD IS USED _ II BETWEEN THE DISTRIBUTION BOX
WITH THE APPROVAL OF THE SELECTED GRANULAR FILL TO I '•° AND THE DISTRIBUTOR LATERALS
A.O.B.E. = AS ORDERED BY ENGINEER
ENGINEER, SHEETED TRENCH BE PLACED UNDER PAVEMENT I SHOULD BE I/8" PER FOOT.
PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL `a BAFFLE
1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS.
ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR — (OSHA & N.Y.S. D.O.T.) INVERT
PLACED IN 8' LIFTS AND MAX. PAYMENT LIMITS ONLY FOR INLET "MIN ELEV. ` °
BE COMPACTED TO 95% STANDAR] PEN CUTTo REPRESENT
STABLE
S INTENDED NOT INT SLOPE TO REPRESENT :. U v'
0
ER FIELD
3 ARE3 ,
PROCTOR ASTM D698 . UN REPRESENT STABLE SLOPES JK
� O 0 — -
DEBRIS, FROZEN MATERIAL, LARGE TL E T CONTRACTOR TO USE SPEED LEVELERS o
SUPPLIED
Y FORT MILLER TO
CLODS OR STONES, ORGANIC - - .I EQUALIZE FLOW. 0
MATTER, OR OTHER UNSUITABLE 6" WIDE GREEN PLASTIC LOCATOR TAPE, °. ~:•� 2"-5"
MATERIALS SHALL NOT BE MARKED "CAUTION SEWER BELOW" w
USED AS BACKFILL. "' � T ° •.�a. .• .',„ a'',� . .
TRACER WIRE #8 THNN STRANDED
COPPER OR STAINLESS STEEL
SELECTED GRANULAR FILL 12" MIN
PLACED IN 6" LIFTS AND CLEAN SAND OR PEA GRAVEL j
MECHANICALLY TAMPED OR
A.O.B.E. SEE NOTES 1&2.
w
o
2" THICK RIGID POLYSTYRENE INSULATION
z
k LOCATIONS WITH LESS THAN 4' COVER).
w
-
CRUSHED STONE OR SELECT
EXTEND TO MIN. 4' BELOWGRADE.
DISTRIBUTION w
GRANULAR MATERIAL AS ORDERED
ri _ _ ..,... Q
BY ENGINEER (MECHANICALLY ~'' ;
NOT TO 5CALE
TAMPED) OR A.O.B.E. SEE NOTE 2. ___
`, 5" MIN. FOR PIPE 12" DIA. AND SMALLER o
FOR UNSTABLE TRENCH BOTTOM USE ;;i""'V
12" MIN. FOR PIPE 14" DIA. AND LARGER w
ADDITIONAL DEPTH OF STONE AS
NECESSARY TO PROVIDE A FIRM a
FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS
STONE BEDDING SHALL BE WRAPPED IN A
ON—WOVEN GEO—TEXTILE ENVELOPE +3c'"
NOTES: (FABRIC EQUIVALENT TO AMOCO 4545) (� 0 Y NI DETAILS a
o
OTT �Ys,
1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN �l L,Tr ,✓' Q
MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE � c � °o
ENGINEER. FOLLOWING REQUIREMENTS: ALPINE DRIVE
y N
0 % IN EXCESS OF 3" � � ; �' `� y! � VILLAGErlumESTEAD �
25 %-75PASSING #4 SIEVE it
" � i v
o %-15% PASSING #200 SIEVEt� ch TOWN QE QUEEEN SBUR Y WARREN COUNTY, NEW YORK
DETAIL07101�) 4 .
.
TRENCH 0`��'� SCALE=- 1 ' = 20' MAY 24, 2017
NOT..TO SCALE
....... ....... L. y
ROUTE LLP
900 146 CLIFTON PARK, N.Y. 1 ( ) 371 -7621
ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
MICHAEL S. McNAMARA P.E. 79,029
ENVIRONMENTAL DESIGN
PARTNERSHIP LLP. 900 New York 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.9540 edplip.com
June 23, 2017
Mr. John O'Brien
Queensbury Building & Code Enforcement
742 Bay Road
Queensbury, NY 12804
Via email: johno@queensbury.net
Regarding: Homestead Village Mobile Home Park
Lots 69 & 70 Alpine
Dear John:
On June 21, 2017, 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.
Based on my review of the plans and our observation of the installation it is my opinion that the
system was installed substantially in compliance with the intent of the design plans. There were
no modifications to the design.
Please feel free to call if you have any questions.
Very truly yours,
Michael McNamara, P.E.
Cc: Kevin Kenyon, P.E. NYSDOH
C:\Documents\WINWORD\Ietters2017\Homestead Village MHP lot 69and70 inspection.dou