2012-389 TOWN OF QUEENSBURY
Er • .31
742 Bay Road,Quecnsbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120389 Date Issued: Tuesday, November 12, 2013
This is to certify that work requested to be done as shown by Permit Number P20120389
has been completed.
Tax Map Number: 523400-301-008-0001-025-000-0000
Location: 2 MANOR Dr
Owner: MAPLE WOOD, LLC
Applicant: MAPLE WOOD, LLC
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 l � ,l 1
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 nforcement
Planning Board or Zoning Board of Appeals.
1
TOWN OF QUEENSBURY
(EL 742 Say Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20120389 Application Number: A20120389
Tax Map No: 523400-301-008-0001-025-000-0000
Percussion is hereby granted to: MAPLE WOOD, LLC
For property located at: 2 MANOR Dr
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: MAPLE WOOD, LLC Septic Alteration Residential
6 E MANOR Dr
QUEENSBURY,NY 12804-0000 Total value
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2012-389
Residential Septic Alteration Building#2
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 10,2013
(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 of Queensbury; Friday,August 10,2012
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Community Development Office
• Town of Queensbury • 742 Bay Road • Queensbury, New York •12804
Office Use Only `
4--
6 -1/7"---------
TAX MAP NO. 3a I i S- I d 5 PERMIT NO. 1a-3 / PERMIT FEE
APPROVALS: ZONING TOWN CLERK `
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS.IAPPLICATION/ / IS SUBJECT TO REVIEW BEFORE ISSUANCE/OF A VALID PERMIT.
OWNER: /f A /e -( ,.,-p. , L t - INSTALLER: /OW( 6(i t),G.
ADDRESS: 71(!7/t/0� l ? ADDRESS: F s/-87 7�/
PHONE NOS. S(k- - 36(/ / !1 .f3 PHONE NOS. P�1 S°""?/�--6.0 d
LOCATION OF INSTALLATION: 02 ��/`)a 1e '� I (�I�GcQZ4,c Gd.y( AV (21 V
/ RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older 0 X 150 = INSTALLED?
1981 -1991 X 130 = SPA OR HOT TUB
1992-present X 110 = D CPQ,(,) INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING V STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND V LOAM CLAY OTHER
/ GROUNDWATER: AT WHAT DEPTH? V
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? "12
✓ DOMESTIC WATER SUPLY: MUNICIPAL L.---
WELL (If well:water supply from any septic system absorption is: ft)
✓ PERCOLATION TEST: RATE IS /—5.--
- PER MIINUTE PER INCH[mpg (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: Cc
1,1 JY)GALLON (MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool ub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
yALTERNATIVE SYSTEM Bed or other type? 20 ,O6 O ei1
❑ 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.
I have read the regu[ptions with respect to this application and agree to
abide by the, and-all require40.-• s of the Town of eensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary9.ewao- Dis, sy ,l ance. �/ codest gueensburv.net
...,,--/ ` / VISIT OUR WEBSITE FOR MORE INFORMATION
Sio •ers•� ir-ponsible Tate
www.queensbury.net
S "
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection r-• - received:
Queensbury Building &Code Enforcement Arrive: •" . . ••- Depart: am/pm
742 Bay Rd., Queensbury, NY 128041Inspector's Init: . D
NAME: ,I YI CQ.p) e w frx l 1..0- PERMIT NO.: /? 3 g
LOCATION: Ca 5? /VW n 0 r ,Dr INSPECT ON: II — \ -t 3
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
_ Type of Water: Municipal/Well Water
Waterline separation distance ft. p $ o-13
Well separation distance ft. 1
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 ft.
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:
Front ar 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
L:\Pam Whiting\2010\Building Codes Forms\Inspecction Forms\Septic Inspection Report_03 29 10.doc
RUCINSKI HALL ARCHITECTURE ��``ti
Ronald Richard Rucinski �? _
Ethan Peter Hall �� L'
627 Maple Avenue �J 0:.
Saratoga Springs NY 12866 .r
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic Install for Maplewood Apartments— Manor Drive
13 Apr 2013
John O'Brien—Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Unit 10—Apartments C & D—6 Manor Drive
John.
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and tile field laterals prior to back fill. All items appear to
be installed in accordance with the construction documents and are acceptable to this office.
If there are any additional questions please call to discuss.
Regards, .1.:5''':-... .ls
44.1"P',_,I,K::::;-)A
han Peter Hall;' . ..k-,, ,,;:.;.._,, '"/.
Architect => '..4C."-
Y:11van Bell Septic(1BS)1Maplcwood Apartrnentsll.ettcr 12 Apr 2013 doe 1
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--i TOWN OF QUENSBURY C11
Reviewed Y:.:� -�
Date; -- __
REPLACEMENT S1
NACE ENGINEERING PC CIVIL ENGINEERSFOR
MAPLE 1r00D, LLC —
169 Haviland Road Queensbury, New York 12804 TOWN OF QUUNSSURY, WAR
REPLACEMENT SEPTA
WARREN COUNTY TAX MAP NO.301.8-1-20 THROUGH 27
Septic Inspection Report
Office No. (518) 761-8256 Date Ins.-ction r-..4e e Ive•. .
Queensbury Building &Code Enforcement Arrive: :''S.4' �, D- 'art: a am •-
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia �' b
NAME: M6v0i e, Li)ZY) • • IT NO.: I A-3 'Y
LOCATION: ,-* N ( (1i I V r .PECT ON: q - I7/
RECHECK:
Comments and/or diagram
Soil Type:cida. Loam/ Clay
Type of Water:CMunicipaj Well Water
Waterline separation distance �'eoYi I/S ft.
Well separation distance ft. i
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length Z ft.
Length of each trench 1-i, ft. C K)p
Depth of trenches f�''-7_111` ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Depe
Building to tank tE &i - >< t3
Tank to Distrialerr \` s V i_)t Escr�tiT Ll I`.5i)P-
Dlg +1uriuj.Box to Fieiti'I. • .'t ��C� N R1 w� -c-G tlu Aj,s,,F--3'r
S2-MY- Opening Sealed: ..7Y N p-c3C TU ' 7 '- t ' 4,'
End Cap vJYN `"aoX'i X?
Inlet/Outlet Pipes &Baffles Y— N
Location/ Separations
AS BUILT
• Foundation to tank '_)c.th► ft.
CAZ. F,Foundation to absorption .
Separation of Pits ft.
• •lot Plan Y C ��
Engineer Report an As-Built Y N ✓
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S - Us- . 0
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
i5Ell ► to) too 11"1D
SEPTIC SYSTEM DESIGN
DESIGN FLOW — EXISTING 8 BEDROOM APARTMENT HOUSE
— TOTAL DESIGN FLOW = 8 BDRMS X 110 GPD/BDRM = 880 GPD
SEPTIC TANK — ASSUMED EXISTING 2 X 1250 GALLON SEPTIC TANK .
ABSORPTION BED DESIGN — 880 GAL./DAY / 0.9 GAL/DAY/SF = 978 SF REQUIRED.
— INSTALL 20 X 60 ABSORPTION BED
— 4 LATERALS ® 55' LONG EACH.
ABSORPTION FIELD — FAILURE OF EXISTING ABSORPTION TRENCHES MAKE
EXISTING ABSORPTION TRENCH SYSTEM UNUSABLE.
— REMOVE EXISTING ABSORPTION SYSTEM IF TRENCHES ARE
FOUND WITHIN THE LIMITS OF PROPOSED REPLACEMENT BED.
— ANY EXISTING ABSORPTION MATERIALS WITHIN THE LIMITS
OF THE PROPOSED REPLACEMENT SYSTEM MUST BE REMOVED
12" BEYOND AND BELOW. NEW FILL MATERIAL SHALL BE PLACED
IN THE REPLACEMENT BED AREA AND HAVE A PERCOLATION RATE
NO LESS THAN 1 MIN/ IN AND NO GREATER THAN 5 MIN/IN.
— COORDINATE EXCAVATION LIMITS AND PERCOLATION TEST WITH
ENGINEER.
— ENGINEER MUST INSPECT COMPLETED ABSORPTION SYSTEM PRIOR TO
BACKFILL AND FINAL GRADING.
a
FINISHED M
GRADE BI
RI
!ACCESS HATCH
/ INLET BAFFLE
ELECTRICAL
Ir ,UNCTION
Rrl BOX ,...
rumr w!-2 DIA 41
ECK V
PUMPS 1 ...
EXISTING ASSUMED 4'-O• I.D. EXISTING EFFLUENT PUMP
PRECAST CONCRETE PUMP STATION
NEW MERCURY FLOAT
SMTCH WITH
WEIGHT (TT'P•)
MIN. COVER OVER
ALL STRUCTURES
`&L OUTLET NNRTS
lO BE SIT AT
EAACEY TIE SNE
PEA GRAVEL ELEVATION.
FORCE MAIN DISTRIBU710N 90X
E DRAIN
BACK TOTO PUMP STATION N.TS
EXISTING PUMP STATION NOTES
1. USE EXISTING PUMP STATION & PUMP. CONTRACTOR SHALL CONFIRM
PUMP STATION DIAMETER IS 4'. CONTACT ENGINEER IF DIFFERENT.
2. INSTALL NEW PUMP FLOAT CONTROLS AS PER PUMP STATION DETAIL.
3. PUMP CYCLE VOLUME = 85 GALLONS = 60% OF ABSORPTION
BED PIPE VOLUME.
MAP REFERENCES:
FLOOD ZONE INFORMATICN:
OF
= UTILITY POLE
MAP OF A SURVEY OF THE LANDS OF
= FIRE HYDRANT
❑ CB
FIELDS
HELENA. SLEIGHT, HENRY J. SLEIGHT
PROPERTY LIES WITHIN ZONE C
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING,
5.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
and FLOYD SLEIGHT
(AREAS OF MINIMAL FLOODING)
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND
DAVID & KELLY
DATED: DECEMBER 20, 1966
AS PER NATIONAL FLOOD INSURANCE PROGRAM
6.
REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
LAST REVISED: MARCH 31, 1970
FLOOD INSURANCE RATE MAP
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
BY: JOHN B. VAN DUSEN
COMMUNITY PANEL NUMBER 360879 (025 B
THIS SURVEY WAS PERFORMED WITH THE AID OF
3. AFTER EXCAVATION OF BED TO THE DEPTHS REQUIRED,
8.
NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS.
EFFECTIVE DATE.' JULY 16, 1984
CERTICATE OF TITLE NO. 780 -WR -3809
EXISTING
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
SECTION 2
1
PROVIDED BY FIRST AMERICAN TITLE INSURANCE
o
EVERGREEN SUBDIVISION
ZONING INFORMATION:
COMPANY OF NEW YORK.
THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
!/
_ 45'
IN.
KN-
DATED: JULY 20, 1967
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
AN ABSTRACT OF TITLE WAS NOT PROVIDED FOR
THIS SURVEY.
LAST REVISED: SEPTEMBER 24, 1976
UR -10
OR OTHER UNSUITABLE CONDITIONS.
BY JOHN B. VAN DUSEN
URBAN RESIDENTIAL - 10,000 sq. F.
N60°34'24"W 101.33'•
--
o CO
MIN. LOT SIZE = 10,000 sq. ft.
160.85'
^
MAP OF A SURVEY MADE FOR
MIN. LOT WIDTH = 75 FEET
N60°36'15"W
qp �.
m
J. BUCKLEY BRYAN, JR.
BUILDING SETBACKS:
DATED: JUNE 24, 1992
FRONT = 30 FEET
NEW 1-1/2' PE
LAST REVISED: JULY 29, 1992
SIDE= 10' MIN., TOTAL =30'
BY. VAN DUSEN & STEVES
REAR = 10 FEET
MIN. PERMEABILITY= 30%
MAP OF A SURVEY MADE FOR
MAX. BUILDING HEIGHT = 40 FEET
QUEENSBURY UNION FREE SCHOOL DISTRICT
DATED: AUGUST 23, 2001
BY.' VAN DUSEN & STEVES
LAND SURVEYORS, LLC
S65010'20"E
QUEENSBURY UNION FREE
74.56'
SCHOOL DISTRICT
N24049'40"E
18.47'
FENCE AND
ASPHALTENCROACHMENT
S65002'40"E
S65005720"E
295.11' �.0511
-
GARAGE
(33 PARNNG SPACES)CB
W
W
ASPHALT SURFACE
z
C
LANDS N/F OF
Lo
2
Co
00
HELEN SLEIGHT
N
IT
o
a
237/125
Z^
17.55
BUILDING #S17
BUILDING #17
BUILDING #15 BUILDING #13
1 7.G4'
v
c�
.0
500. 13' m
�P
\0F100.05'
N65°O6' 17"4
N65°12'51"W
i5Ell ► to) too 11"1D
SEPTIC SYSTEM DESIGN
DESIGN FLOW — EXISTING 8 BEDROOM APARTMENT HOUSE
— TOTAL DESIGN FLOW = 8 BDRMS X 110 GPD/BDRM = 880 GPD
SEPTIC TANK — ASSUMED EXISTING 2 X 1250 GALLON SEPTIC TANK .
ABSORPTION BED DESIGN — 880 GAL./DAY / 0.9 GAL/DAY/SF = 978 SF REQUIRED.
— INSTALL 20 X 60 ABSORPTION BED
— 4 LATERALS ® 55' LONG EACH.
ABSORPTION FIELD — FAILURE OF EXISTING ABSORPTION TRENCHES MAKE
EXISTING ABSORPTION TRENCH SYSTEM UNUSABLE.
— REMOVE EXISTING ABSORPTION SYSTEM IF TRENCHES ARE
FOUND WITHIN THE LIMITS OF PROPOSED REPLACEMENT BED.
— ANY EXISTING ABSORPTION MATERIALS WITHIN THE LIMITS
OF THE PROPOSED REPLACEMENT SYSTEM MUST BE REMOVED
12" BEYOND AND BELOW. NEW FILL MATERIAL SHALL BE PLACED
IN THE REPLACEMENT BED AREA AND HAVE A PERCOLATION RATE
NO LESS THAN 1 MIN/ IN AND NO GREATER THAN 5 MIN/IN.
— COORDINATE EXCAVATION LIMITS AND PERCOLATION TEST WITH
ENGINEER.
— ENGINEER MUST INSPECT COMPLETED ABSORPTION SYSTEM PRIOR TO
BACKFILL AND FINAL GRADING.
a
FINISHED M
GRADE BI
RI
!ACCESS HATCH
/ INLET BAFFLE
ELECTRICAL
Ir ,UNCTION
Rrl BOX ,...
rumr w!-2 DIA 41
ECK V
PUMPS 1 ...
EXISTING ASSUMED 4'-O• I.D. EXISTING EFFLUENT PUMP
PRECAST CONCRETE PUMP STATION
NEW MERCURY FLOAT
SMTCH WITH
WEIGHT (TT'P•)
MIN. COVER OVER
ALL STRUCTURES
`&L OUTLET NNRTS
lO BE SIT AT
EAACEY TIE SNE
PEA GRAVEL ELEVATION.
FORCE MAIN DISTRIBU710N 90X
E DRAIN
BACK TOTO PUMP STATION N.TS
EXISTING PUMP STATION NOTES
1. USE EXISTING PUMP STATION & PUMP. CONTRACTOR SHALL CONFIRM
PUMP STATION DIAMETER IS 4'. CONTACT ENGINEER IF DIFFERENT.
2. INSTALL NEW PUMP FLOAT CONTROLS AS PER PUMP STATION DETAIL.
3. PUMP CYCLE VOLUME = 85 GALLONS = 60% OF ABSORPTION
BED PIPE VOLUME.
N24049'40"E
10.00'
S65°10720"E
124.09'
GARAGE
O CB
0
A5PHALlSURFACE CB
o IFTI-0
LANDS N/F OF
NCR OF QUEENSBURY
879/306 AREA NORTH OF
0
0
v
rnl
_ v
o N _
a 2 S65 °10'20"E g� 170.07'
0 o S
BUILDING #11 I — BUILDING #9
MANOR
m
^
O m
O
u�
z BUILDING #12
LANDS N/F OF 9Nil
67.33'
MOUNTAINVIEW COMMONS, L.L.C. m
1293/25 0 W Uj OO
o r.
Lo
O
0
°
h
2 0
0.09'
287.09'
N
12" MAX.
LANDS N/F OF
DAKE BROTHERS, INC.
689/343
�.............I. .
�LBiiB •�"ISL B ":��
WARREN COUNTY TAX MAP NO. 301.8-1-20 THROUGH 27
MAN R DRIVE
169, 776.60 sq, ft.
3.90 acres
S65°'27"E o
379S65 -5727"E
GARAGE -
O
CB C8
AEPANT 5UKFACE
CBO (e PARKING 6PACE5) o 0
0 0
BUILDING #7
A5PHALT SURFACE
(8 PARKING SPACES)
GARAGE \
M
DRIVE
f°08'41"Eb
i �399.52'
m
BUILDING #10
N65008'44"W
BUILDING #5
m
528.27'
(PUBLIC HIGHWAY)
0 0
0
" LU
+CO
AREA SOUTH OF 1N
MANOR DRIVE i
141, 676.09 sq. ft.
3.25 acres
LANDS N/F OF
QUEENSBURY CHURCH
OF CHRIST
882/175
SWALE AT UPHILL SIDE
OF BED TO DRAIN RUNOFF
AWAY FROM BED
6" MIN.
INTERCONNECT ENDS
OF LATERALS
2" MIN.E
B• MIN.
BUILDING #8
BUILDING #3
LEGEND:
O IPF = IRON PIPE FOUND
INSTALLATION
= IRON ROD SETITO BE SET
OF
= UTILITY POLE
DISPOSAL
= FIRE HYDRANT
❑ CB
FIELDS
SQ
= SANITARYACCESS
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING,
5.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.
o
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND
DAVID & KELLY
FROM THE DISPOSAL FIELD.
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
6.
REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
0 B
TO SPREADING FILL MATERIAL.
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
7.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA.
3. AFTER EXCAVATION OF BED TO THE DEPTHS REQUIRED,
8.
NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS.
THE WALLS AND FLOOR OF EACH SIDE WALL SHOULD BE CLEANED
ABS❑RPTI❑N BED 7
EXISTING
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
1
SMEARED SECTIONS OF TRENCH.
o
4. PLACEMENT OF THE PERFORATED PIPE SHALL BE AS SHOWN.
STATI❑N
THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
!/
_ 45'
IN.
KN-
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
a
D I
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
OR OTHER UNSUITABLE CONDITIONS.
N24049'40"E
10.00'
S65°10720"E
124.09'
GARAGE
O CB
0
A5PHALlSURFACE CB
o IFTI-0
LANDS N/F OF
NCR OF QUEENSBURY
879/306 AREA NORTH OF
0
0
v
rnl
_ v
o N _
a 2 S65 °10'20"E g� 170.07'
0 o S
BUILDING #11 I — BUILDING #9
MANOR
m
^
O m
O
u�
z BUILDING #12
LANDS N/F OF 9Nil
67.33'
MOUNTAINVIEW COMMONS, L.L.C. m
1293/25 0 W Uj OO
o r.
Lo
O
0
°
h
2 0
0.09'
287.09'
N
12" MAX.
LANDS N/F OF
DAKE BROTHERS, INC.
689/343
�.............I. .
�LBiiB •�"ISL B ":��
WARREN COUNTY TAX MAP NO. 301.8-1-20 THROUGH 27
MAN R DRIVE
169, 776.60 sq, ft.
3.90 acres
S65°'27"E o
379S65 -5727"E
GARAGE -
O
CB C8
AEPANT 5UKFACE
CBO (e PARKING 6PACE5) o 0
0 0
BUILDING #7
A5PHALT SURFACE
(8 PARKING SPACES)
GARAGE \
M
DRIVE
f°08'41"Eb
i �399.52'
m
BUILDING #10
N65008'44"W
BUILDING #5
m
528.27'
(PUBLIC HIGHWAY)
0 0
0
" LU
+CO
AREA SOUTH OF 1N
MANOR DRIVE i
141, 676.09 sq. ft.
3.25 acres
LANDS N/F OF
QUEENSBURY CHURCH
OF CHRIST
882/175
SWALE AT UPHILL SIDE
OF BED TO DRAIN RUNOFF
AWAY FROM BED
6" MIN.
INTERCONNECT ENDS
OF LATERALS
2" MIN.E
B• MIN.
BUILDING #8
BUILDING #3
LEGEND:
O IPF = IRON PIPE FOUND
O IRS
= IRON ROD SETITO BE SET
cu.
= UTILITY POLE
= FIRE HYDRANT
❑ CB
= CATCH BASIN
SQ
= SANITARYACCESS
-v-
= STREET SIGN
o
= WOOD FENCE
o
= METAL FENCE
76 TOTAL PARKING SPACES
GARAGE
ASPHALT 5URFACE
(8 PARKING 5PACE5)
S65°08'42"E
23.23'
BUILDING #6
- ASPHALT SURFACE coni.
(10 PARKING 5PACE5) PAV2R
CB
0
BUILDING #1
M
m
r}
P.O.B.- PARCEL 1
QUEENSBURY UNION FREE
SCHOOL DISTRICT
a�
N
IPF
LANDS N/F OF
F❑RCE_ MAIN
OR GEOTEXTILE
4" PERFORATED
LATERAL
\0
cARACGoFFlce
P.O.B. - PARCEL 2
�
_
C.
w
a
a
a z
52
A' N —
O
1112/153
DAVID & KELLY
VIRGINIA SLEIGHT
EDWARDS
0 B
a m
1091/110
N
'k
NEW 20' WIDE X 60' LONG
ABS❑RPTI❑N BED 7
EXISTING
Z
1
PUMP
o
STATI❑N
a' n
!/
_ 45'
IN.
KN-
1 m
a
D I
149.29'----
149.29,
N60°34'24"W 101.33'•
--
o CO
—
N60°31'58"W QF
160.85'
^
o� "— ^�
N60°36'15"W
qp �.
m
I h
NEW 1-1/2' PE
LANDS N/F OF
F❑RCE_ MAIN
OR GEOTEXTILE
4" PERFORATED
LATERAL
DESANTIS ENTERPRISES, INC.
P.O.B. - PARCEL 2
472/486
3/4' TO 1 1/2"
LANDS N/F OF
LANDS N/F OF
CRYSTAL D. BUTLE
KEVIN ORDWAY
LANDS N/F OF I
1112/153
DAVID & KELLY
VIRGINIA SLEIGHT
EDWARDS
672/616
1091/110
6• Tb 12" BACKFILL
SLOPED TO DRAIN
EARTH
FILL
L 5•_O• 5•_O• 2'-6t-1
(') — 24" MIN.
MAXIMUM
GROUNDWATER
ELEVATION
STANDARD ABSORPTION BED SECTION
N.TS
AVIATION
FILTER FABRIC
OR GEOTEXTILE
4" PERFORATED
LATERAL
3/4' TO 1 1/2"
j' )
CRUSHED STONE
v
C.el
/maY y �
0 m
LL
® _Z m
o J •_
CD w
r�
Date, JUNE 2012
Scalel AS NOTED
49351-1
SHEET 1 OF 1
D544