2012-539 TOWN OF QUEENSBURY
t
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
r
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120539 Date Issued: Thursday, April 25, 2013
This is to certify that work requested to be done as shown by Permit Number P20120539
has been completed.
Tax Map Number: 523400-266-001-0001-034-000-0000
Location: 97 FOX Rd
Owner: DONALD J. MCCOY
Applicant: DONALD J. MCCOY
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 fi
property owner of the responsibility for compliance with Site Plan, /� f
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 Kiv Road,Qtteew1mry,NY 12804-5902 (518)761-8201
L Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120539 Application Number A20120539
Tax Nlap No. 523400-266-001-0001-034-000-0000
Perinission is licreby granted to: DONALD J. MCCOY
For property located it: 97 FOX Rd
in the Town of Quecrisbriry,to construct or place
at the above location in accordance with application together with plot plans and other infortmition hereto filed
and approved .in(] in compliance witli the NYS Uniform litidding Codes and the Queensbul.1, Zoning
Ordinance. Type of Construction Value
Owner ,Address: DONALD J. MC COY Septic Alteration Residential
9,7 FOX Rd Total Value
QUEENSBURY, NY 12804-0000
Contractor or liuilder's Narne/ Address E'lectrical Inspection Agency
IBS SEPTIC & DRAIN
ATTN: IVAN DELI..
2 LOWER WARREN St
OUEENSBURY. NY 12804
Plans&Specifications.
2012-539
Res. Septic alteratioii
$40.0O PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, November 14, 2013
(If a longer period is rcqtjired,an application for an extension must be triade to the code.F"tiforcement Offices
of the Town of Queensbury before the expiration date.)
Dated at the Town of Queensbury; Wednesday, NoC vember 14, 2012
SIGNED 13Y for tlieTowi)of(, ueerisbtirlv.
Director of Building&Code Enforcement
0 Community Development Office
- Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 I,i; •)1:;•
Office Use Only
TAX MAP NO. Q tele• 1 ,-1-31 J PERMIT NO. I A ...-3
'1 PERMIT FEE �"- et
APPROVALS: ZONING TOWN CLERK ,
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: DONALD McCOY INSTALLER: IBS SEPTIC
ADDRESS: 97 FOX ROAD, QUEENSBURY ADDRESS: 2 LOWER WARREN STREET, QUEENSBURY NY
PHONE NOS. (518) 636-3183 PHONE NOS. (518) 798-8194
LOCATION OF INSTALLATION: 97 FOX ROAD
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS (Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED? N/A
1981 -1991 X 130 = SPA OR HOT TUB
1992-present 4 X 110 = 440 INSTALLED? N/A
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND ✓ LOAM CLAY OTHER
GRAVELLY SAND FILL OVER SILTY CLAY
I GROUNDWATER: AT WHAT DEPTH? 30" +/-
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? 30" +/-, NEARLY IMPERVIOUS MATERIAL
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL ✓ (If well:water supply from any septic system absorption is: 144 ft)
I PERCOLATION TEST: RATE IS 6:00-7:00 PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional
engineer or architect) DESIGN
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: 1,250 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. EXISTING TO REMAIN
SYSTEM TYPE:
dABSORPTION FIELD(WITH NO.2 STONE) Total length 240 ft. Each trench 4 X 60'
❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
0 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.
I have -a" the re.'ulations wi -spect to this application and agree to
abide ay ese as 1 all r:(1 ' -;is of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanita% 0' • .•: a'sp•sl• :nce.' codes@queensburv.net
�� � a �� 1�
Si s attire of Pers• Responsible Date VISIT OUR WEBSITE FOR MORE INFORMATION
P www.queensbury.net
As NDo\)T-
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building & Code Enforcement Arrive: am/pm Depart:<`' \ am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ovicn
NAME: rPERMIT NO.: y ��
LOCATION: � '7 t- / r;(3 INSPECT ON: c
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 r)< _ V
Building to tank 4.7
Tank to Distribution Box 4 „�`�� i<j--
Distribution Box to Field / Pit
r-N67�/"
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 N
Engineer Report and As-Built I N
ETU Maintenance Contract _ N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
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
c PArr\aa% g--fp
Septic Inspection 'eport
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/p Departs am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: elF") PERMIT NO.: a
LOCATION: • 1Qe31 INSPECT ON:
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. r�
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 (;:2_
Size: x
Stone Size: ` , `-' �- L-
Piping Size Type E. - I " d —
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 ��-
�►"A'SP
[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 Rear Left Side Right Side Middle Front Middle Rear
S stem Use S s:
A.*roved
•a is • •• fed and needs to be re-inspected, please call the Building &Codes Office
•'roved
L:\Pam Whiling\2010\Building Codes Forms\Inspection Fonns\Septic Inspection Report_03 29 10.doc
1 -\r) t-thAokt ,_ , 4)
U
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/p De rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �- J
NAME: = aF.) L PERMIT NO.: i q
- 3 /
LOCATION: ? '7 !-ay0 Poor INSPECT ON: //- ) `J 1
RECHECK:
Comments and/or diagram
Soil Type: nd 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 _T- ft.
Length of each trench (u J ft. tc: -
Depth of trenches ft. -
Size of Stone -'2--
Seepage Pits: Number
Size: _
Stone Size:
Piping Size Type f � 111-Z—
Building to tank ---2.-0tS�Zts-X
Tank to Distribution Box 1 JZ Z.-L.3f--t ' - ,_
Distribution Box to Field/ Pit /'-v ---
Opening Sealed: V N -Nl,ki►•..j
End Cap .2T N
Inlet/Outlet Pipes&Baffles N
Manholes 12"or less below grade N .-,
[provide extension collar if Yes] V NfRNi ft �,�'�� !
? ;�-S - 17-7,t) I.-.l
Location/ Separations (Z i "cam Vit) C ��i C:.•••-'s-
Foundation
:.•••-`Foundation to tank ft.
Foundation to absorption -7 r4.' ft. C'-7-(7 WIZ.-CF y g`--2-
Separation of Pits K ILiiik,._ ft.
Conforms as per Plot Plan ," �J�� ,
Engineer Report and As-Built ,Y �� N "�"
ETU Maintenance Contract _Y_ N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
•artial Approv-• •nd needs to be re-inspected, please call the Building &Codes Office
Di •.• . -••
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc
F10X
4" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD;
SEED & ESTABLISH TURF
GRANULAR BACKFILL FREE
OF STONES OVER. 2" (-2)
'
FILTER FABRIC
MIRAFI 140N
OR EQUAL
2' TRENCH WIDTH
OVERFILL TO ALLOW
FOR SETTLEMENT
=III=11 I—I
III_iII-
12 MAX =11
6-12" _..
2" MIN. ���7v o si nPF
4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION
FIELD; 'SEED AND ESTABLISH TURF
FILTER FABRIC
MIRAFI 140N OR EQUIVALENT
90
:_ -
�
.:,
J r ,.a _ _:.•,
., �� ..: •
HOUSESE
�Ir
.4 h.
C
3 .$
MIN. slop_F
---'�—,
VALVE
FLOAT SWITCHES -
,,.». LI UID LEVEL
Q
INSTALL INSIDE PUMP PIT
..
-.:. a
4 EFFLUENT SEWER
r.
..
'
.a.
. .
,,
III IIr
I
p 14,
�gI{
�hI
IEI
G SLEEVE
_-WATERT' HT E
h
16" MIN.
v. ,.,,
; .
I
m
• . ,: a
AREA
TP_-1PARCEL
l�
& SEAL (TYP.):
16
;
29,469 SQ. FT.-
,
,
MIN.
'
1'
ALARM 3" ABOVE
PROPOSED TO F SYSTEM FILL '
0
I �
LIQUID
DEPTH
UM ON'
PP
PROPOSED TOE OF SYSTEM FILL
I
30"
MIN.
PUMP ON
---z
60"
MAX.
i
PUMP OFF "� —
/f
MINIMUM 2X WIDTH
TYPICAL PIPE IN STONE ABSORPTION
VOLUME OF DOSE TO
., 7.90'
J
TRENCH; (4) REQUIRED AT 60' LONG
ii
MAXIMUM 4X WIDTH
BE 115± GALLONS
EACH (SEE ABSORPTION TRENCH
r c
4
00"
C710 AND OF F DETAILS) 1 0 0 GALLO PRECAST CONC ETE PUMP .,TATION
W SECTION A PROFILE FOR All 0 N R
v 1 BALL
E' ) VALVE THROTTLED 'TO ALLOW
MAP REFERENCE.' 3 ,
7 d 9
r I
TRICKLE
1 DRAIN BACK INTO WETWELL "
3
,
I
BASE INFORMATION FROM "MAP OF A :SURVEY R �_ I ` "
RE-ROUTE EXISTING Y )
' MADE. FOR DONALD J. MCCOY" BY VAN N8r°40'00"N/ ASEMENT/PERIMEtER DRAIN IN THIS ` EXISTING 1,250 GALLON PRECAST. CONCRETE SEPTIC TANK �+ q p �I /► I 111r -SIMPLEX EFFLUENT PUMP ✓
DUSEN & SIEVES LAND SURVEYORS OF LOCATION TO AVOID CONFLICT WITH i SEPTI'. TANK O( PUMP. STATION DETAIL - SEPTIC PLOT PLAN
Q�EENSBU Y, NY DATED ED NOVEMBER 19 JANUARY 24, 2007 NEW ABSORP71ON FIELD. NTS I AVE BEEN OR OBSERVED L ALL OBJECTS
" TOIII�N OF QUEM JF a' Si CHAS OUSES, WELLS. TREES, FENCES, ETC
D REV'S `
SITE PLAN _
TOWN )r THIS DOCUMENT. I HAVE PERSONALLY ,
SCALE: 1"=20' BUILDING cge`f DISTANCE SET FORTH ONTHIS DIAGRAM.
�����+�� Py.
SYSTEM INSTALLATION NOTES SEPTIC TANK NOTES SYSTEM MATERIAL SPECIFICATIONS WASTEWATER SYSTEM DESIGN _
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE ABSORPTION TRENCH AGGREGATE 4 BEDROOM RESIDENCE Date: LL DATE
F481 INSTALLATION OF „ = s
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM 'DEPARTMENT OF HEALTH AND BE OF PRECAST CONCRETE A,, MANUFACTURED ' STONE IS TO BE TO 1 112_WASHED STONE.
LASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
THERMOPLASTIC A BY UTOPIA ENTERPRISES OR EQUIVALENT. MATERIAL
3.0 GPM MAX. FAUCETS) "
BACKFILL SO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES ` Ne
F „ �F
AFTER EXCAVATION OF 2 WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR Or DESIGN - 110 GPD BEDROOM
ALL STRUCTURES SHALL BE PLACED ON FIRM COMPACT SAND 0 V GREATER THAN 2 -2 . �r _,. - - ' ., ; •�
EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF
R GRAVEL BASE. ( ) -_ w• 1 S HU
WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE EFFLUENT SEWER PIPE` SYSTEM DESIGN FLOW 440 GPD P
TRENCH. PLACED AS NECESSARY TO ACHIEVE 'A STABLE BASE. PIPING TO `BE 4 SDR -35 0 SCHEDULE 40 PVC. INSTALL 'W1TH 1 8' SEPTIC TANK - EXISTING 1,250 GAL PRECAST, CONCRETE
T T IP AN FILTER FABRIC SHALL BE AS SHOWN AND PER FOOT jMINIMUM SLOPE. LEACH FIELD - SHALLOW PIPE IN STONE ABSORPTION TRENCHES , . °�' �'�� S Cr
PLACEMENT OF WASHED STONE, PERFORATED E D TER A
, FILTER FABRIC .,.•1 = w
CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY A DESIGN PERCOLATION RATE 6-7 MINI IN r �u iq�2 w
THE STONE AND PIPE. CONSTRUC77ON DESIGNED FOR H-20 WHEEL LOADING. FILTER FABRIC TO BE 4.8 DZ1SY NON -WOVEN SEPARATION FABRIC,
TENCATE MIRAFI 140N OR'EQUIVALENT. APPLlCAT10NRATE= 1.0 GPD15F
„,, �)r ,3 0 19
ABSORPTION REQUIRED - 440 SF: }1.J 678
' 7NE PIPE SHOULD 8E LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS EXISTING TANKS TO BE � EUSED ARE T BE PUMPED AND V �FORCEMAIN I I (� , ,, 4' a r;,.Dt?�;-,,
TABLE CONDITIONS. PIPE R 0 VERIFIED THAT ALL - „ _ = O O
GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE PIPING TO BE 1 112 SDR 26 PVC OR SDR 11 HDPE. MAINTAIN 4 2' WIDE TRENCH LENGTH REQUIRED 220 LF �i3Ui �i�-1-�--�"'""' q F
AND TANK STRUCTURE ARE WATER TIGHT. I � • .�
SHALL BE LAID WITH HOLES DOWN IN ALL CASES. PEN MINIMUM COVER. USE 4 TRENCHES AT 60' LONG (246 LF) �!
HOUSE SEWER PIPE-
ALL DISPOSAL FIELDS .SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF A�'/AY ALL JOIN TS,MUSTBE SEALED. ` _ „ 'PUMP STATION..- PROPOSED 1,000 GAL PRECAST CONCRETE'
PIPING TO BE 4" -SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 114
FROM THE DISPOSAL FIELD. PER FOOT'1 MINIMUM SLOPE. PUMP STATION DOSE VOLUME
4 TRENCHES AT 60' LONG = 240 LF'
TovsoiL TAX MAP,# 266.01-1-34 „
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING .HAS BEEN -f „ _ -
INSTALLED. -�^ PLACE 4", MINIMUM TOPSOf OVER ENTIRE BACKFILL AREA. SEED, .65 GAL/LF, 156 GAL X .75 117 GAL ALIERA710N OF THIS DOCUMENT EXCEPT BY,A LICENSED
PUMP STATION NOTES MULCH, AND ESTABLISH TURF. VOLUME OF DOSE TO BE 1 i5t GALLONS 'PROFESSIONAL ENGINEER 1S,A NOLA710N OF NYSEDUCAT]ON LAW.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO SEAL ALL TANK OPENINGS WATERTIGHT i POTABLE WATER "SUPPLY IS ON-SITE WELL
ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI I•',IJ `
MAINTAIN 100 SETBACK TO WASTEWATER ABSORPTION FIELD
LISTED PACKAGED ,SIMPLEX, DEMAND DOSE CONTROL PUMP SITE SOILS DATA
TYPE SPAS OR GARBAGE GRINDERS. PROVIDE AND INSTALL UL VISUAL AND AUDIBLE ALARM. INSTALL INSIDE HOUSE IN " MAINTAIN 50' SETBACK TO SEPTIC TANK
CONTROL PANEL WITH VI
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE AC' TEST PITS
CESSIBLE LOCATION
WASTEWATER SYSTEM. TP -1 - 1115112 BY T. HUTCHINS P.E.
THIS DESIGN 1S SUBJECT TO STATE AND LOCAL APPROVALS. INSTALL POWER &CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN 0-16" - LIGHT BROWN GRAVELLY SAND FILL
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL EL CTRIC CODE I6-27 -DARK GRAY CLAY LOAM
E �' 27-40" OLIVE BROWN CLAY, MOTTLED 0 ISSUED FOR PERMIT 11/13/12
FILL MATERIAL 'NOTES E.C.) REQUIREMENTS,
(Pl.l MOTTLING AT 28 9 No. Date
ABSORPTION FIELD "SYSTEM FILL MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE PUMP TO BE GOULDS MODEL 3885, WE63L 23OV, SINGLE PHASE, 20 GPM PUMP AT
a: t
PERCOLATION RATE OF 3-6 MIN INCH AND CONTAINING NO ORGANIC MATERIAL OR OBJECTS OVER 20,FT TDH.
1 TP -2 1115112 BY T HUTC14INS P.E. WASTEWATER SYSTEM REPLACEMENT PLAN
2" IN SIZE. 'SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF TWO FEET Or "
0-14 - GRAVELLY SAND FILL
BOTTOM OF ABSORPTION ,
SEPARATION `BETWEEN SEASONAL HIGH GROUNDWATER TABLE AND _" prepared for.
S VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP, _ _ p p
U B S THROUGHOUT THE ABSORPTION 14 28 LIGHT BROWN SILTY CLAY LOAM
TRENCHES ONLY USABLE MATERIAL SHALL E INSTALLED NR '
28-30 -GRAY CLAY LOAM MOTTLED Donald ,J.'McCo
FIELD AND TAPER AREAS AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL 'INSPECTION AGENCY IS >' y
Dig FASafely, 97FozRoad
REQUIRED PRIOR TO START—UP OF PUMP STATION. ELECTRICAL INPECTION SEAL IS
FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT IN 6 LIFTS PRIOR MOTTLING AT 29 Ne,W®Y®rk
BE AFFIXED TO PUMP STATION CONTROL PANEL a Town of Queensbury, Warren County, NY
TO INSTALLATION OF TRENCHES. TO I EI Call Before You Dig
PERCOLATION TESTS - ® wait The Required Time
1 r. : ® Confirm Utility Response Drawn: DAG Checked: GTH Scale: NOTED Date: 11 02 2012
ERI 0 0
tY P
1__ MATERIAL PRIOR T
0 F ENGINEER PROPOSED r I
INSTALLER T NOTIFY E GINE R OF PR POS D SO CE 0 SYSTEM UR F Y M P i B'
_ T 11 5 12 Y T. NUTCHINS P.E.
TRANSPORTING TO SITE. PERCOLATION RATE IN NATIVE SOILS 26" DEPTH): 48 M Respect The Marks
( ) M big with Care i 169 Haviland Road
MIN. PER INCH
SEWER PIPE MAY BE NATIVE 1800.962.7962 Queensbury, NY 12804
FILL REQUIRED TO PROVIDE COVER OF SEPTIC TANK .AND HOUSE -SEV/ www.mgsafeiyse 29656-01
MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL PERCOLATION RATE IN GRANULAR FILL (12" DEPTH): 2.5 wyorkcem (518) 745-0307 Phone
MIN. PER INCH Hutchins Englneering (518 745-0308 Fax
I
._. nn � ,.. z.
...: la.. w.,. i ,i i i ., ... .y, •: f#' �r-Tar. ,
xr+-niu. i 1. Ii, I..II ,III, IIli,. 1111114111. 1, 71 41 -L.1 , tip. r a,l ti ;, ,-. ,
+.. ££ r, ...
:I'I� 1 r ,.
�E �,h � �� � �. � (� �'�'� ' •4� ,.I
IJ
U 1l j
u
r
BALL' VALVE
,
�Ir
.4 h.
C
BALL CHECK ^
VALVE
FLOAT SWITCHES -
INSTALL INSIDE PUMP PIT
IN LOCATION ACCESSIBLE
WITHOUT PIT ENTRY
T
16" MIN.
r c
4
00"
C710 AND OF F DETAILS) 1 0 0 GALLO PRECAST CONC ETE PUMP .,TATION
W SECTION A PROFILE FOR All 0 N R
v 1 BALL
E' ) VALVE THROTTLED 'TO ALLOW
MAP REFERENCE.' 3 ,
7 d 9
r I
TRICKLE
1 DRAIN BACK INTO WETWELL "
3
,
I
BASE INFORMATION FROM "MAP OF A :SURVEY R �_ I ` "
RE-ROUTE EXISTING Y )
' MADE. FOR DONALD J. MCCOY" BY VAN N8r°40'00"N/ ASEMENT/PERIMEtER DRAIN IN THIS ` EXISTING 1,250 GALLON PRECAST. CONCRETE SEPTIC TANK �+ q p �I /► I 111r -SIMPLEX EFFLUENT PUMP ✓
DUSEN & SIEVES LAND SURVEYORS OF LOCATION TO AVOID CONFLICT WITH i SEPTI'. TANK O( PUMP. STATION DETAIL - SEPTIC PLOT PLAN
Q�EENSBU Y, NY DATED ED NOVEMBER 19 JANUARY 24, 2007 NEW ABSORP71ON FIELD. NTS I AVE BEEN OR OBSERVED L ALL OBJECTS
" TOIII�N OF QUEM JF a' Si CHAS OUSES, WELLS. TREES, FENCES, ETC
D REV'S `
SITE PLAN _
TOWN )r THIS DOCUMENT. I HAVE PERSONALLY ,
SCALE: 1"=20' BUILDING cge`f DISTANCE SET FORTH ONTHIS DIAGRAM.
�����+�� Py.
SYSTEM INSTALLATION NOTES SEPTIC TANK NOTES SYSTEM MATERIAL SPECIFICATIONS WASTEWATER SYSTEM DESIGN _
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE ABSORPTION TRENCH AGGREGATE 4 BEDROOM RESIDENCE Date: LL DATE
F481 INSTALLATION OF „ = s
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM 'DEPARTMENT OF HEALTH AND BE OF PRECAST CONCRETE A,, MANUFACTURED ' STONE IS TO BE TO 1 112_WASHED STONE.
LASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH,
THERMOPLASTIC A BY UTOPIA ENTERPRISES OR EQUIVALENT. MATERIAL
3.0 GPM MAX. FAUCETS) "
BACKFILL SO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES ` Ne
F „ �F
AFTER EXCAVATION OF 2 WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR Or DESIGN - 110 GPD BEDROOM
ALL STRUCTURES SHALL BE PLACED ON FIRM COMPACT SAND 0 V GREATER THAN 2 -2 . �r _,. - - ' ., ; •�
EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF
R GRAVEL BASE. ( ) -_ w• 1 S HU
WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE EFFLUENT SEWER PIPE` SYSTEM DESIGN FLOW 440 GPD P
TRENCH. PLACED AS NECESSARY TO ACHIEVE 'A STABLE BASE. PIPING TO `BE 4 SDR -35 0 SCHEDULE 40 PVC. INSTALL 'W1TH 1 8' SEPTIC TANK - EXISTING 1,250 GAL PRECAST, CONCRETE
T T IP AN FILTER FABRIC SHALL BE AS SHOWN AND PER FOOT jMINIMUM SLOPE. LEACH FIELD - SHALLOW PIPE IN STONE ABSORPTION TRENCHES , . °�' �'�� S Cr
PLACEMENT OF WASHED STONE, PERFORATED E D TER A
, FILTER FABRIC .,.•1 = w
CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY A DESIGN PERCOLATION RATE 6-7 MINI IN r �u iq�2 w
THE STONE AND PIPE. CONSTRUC77ON DESIGNED FOR H-20 WHEEL LOADING. FILTER FABRIC TO BE 4.8 DZ1SY NON -WOVEN SEPARATION FABRIC,
TENCATE MIRAFI 140N OR'EQUIVALENT. APPLlCAT10NRATE= 1.0 GPD15F
„,, �)r ,3 0 19
ABSORPTION REQUIRED - 440 SF: }1.J 678
' 7NE PIPE SHOULD 8E LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS EXISTING TANKS TO BE � EUSED ARE T BE PUMPED AND V �FORCEMAIN I I (� , ,, 4' a r;,.Dt?�;-,,
TABLE CONDITIONS. PIPE R 0 VERIFIED THAT ALL - „ _ = O O
GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE PIPING TO BE 1 112 SDR 26 PVC OR SDR 11 HDPE. MAINTAIN 4 2' WIDE TRENCH LENGTH REQUIRED 220 LF �i3Ui �i�-1-�--�"'""' q F
AND TANK STRUCTURE ARE WATER TIGHT. I � • .�
SHALL BE LAID WITH HOLES DOWN IN ALL CASES. PEN MINIMUM COVER. USE 4 TRENCHES AT 60' LONG (246 LF) �!
HOUSE SEWER PIPE-
ALL DISPOSAL FIELDS .SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF A�'/AY ALL JOIN TS,MUSTBE SEALED. ` _ „ 'PUMP STATION..- PROPOSED 1,000 GAL PRECAST CONCRETE'
PIPING TO BE 4" -SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 114
FROM THE DISPOSAL FIELD. PER FOOT'1 MINIMUM SLOPE. PUMP STATION DOSE VOLUME
4 TRENCHES AT 60' LONG = 240 LF'
TovsoiL TAX MAP,# 266.01-1-34 „
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING .HAS BEEN -f „ _ -
INSTALLED. -�^ PLACE 4", MINIMUM TOPSOf OVER ENTIRE BACKFILL AREA. SEED, .65 GAL/LF, 156 GAL X .75 117 GAL ALIERA710N OF THIS DOCUMENT EXCEPT BY,A LICENSED
PUMP STATION NOTES MULCH, AND ESTABLISH TURF. VOLUME OF DOSE TO BE 1 i5t GALLONS 'PROFESSIONAL ENGINEER 1S,A NOLA710N OF NYSEDUCAT]ON LAW.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO SEAL ALL TANK OPENINGS WATERTIGHT i POTABLE WATER "SUPPLY IS ON-SITE WELL
ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI I•',IJ `
MAINTAIN 100 SETBACK TO WASTEWATER ABSORPTION FIELD
LISTED PACKAGED ,SIMPLEX, DEMAND DOSE CONTROL PUMP SITE SOILS DATA
TYPE SPAS OR GARBAGE GRINDERS. PROVIDE AND INSTALL UL VISUAL AND AUDIBLE ALARM. INSTALL INSIDE HOUSE IN " MAINTAIN 50' SETBACK TO SEPTIC TANK
CONTROL PANEL WITH VI
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE AC' TEST PITS
CESSIBLE LOCATION
WASTEWATER SYSTEM. TP -1 - 1115112 BY T. HUTCHINS P.E.
THIS DESIGN 1S SUBJECT TO STATE AND LOCAL APPROVALS. INSTALL POWER &CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN 0-16" - LIGHT BROWN GRAVELLY SAND FILL
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL EL CTRIC CODE I6-27 -DARK GRAY CLAY LOAM
E �' 27-40" OLIVE BROWN CLAY, MOTTLED 0 ISSUED FOR PERMIT 11/13/12
FILL MATERIAL 'NOTES E.C.) REQUIREMENTS,
(Pl.l MOTTLING AT 28 9 No. Date
ABSORPTION FIELD "SYSTEM FILL MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE PUMP TO BE GOULDS MODEL 3885, WE63L 23OV, SINGLE PHASE, 20 GPM PUMP AT
a: t
PERCOLATION RATE OF 3-6 MIN INCH AND CONTAINING NO ORGANIC MATERIAL OR OBJECTS OVER 20,FT TDH.
1 TP -2 1115112 BY T HUTC14INS P.E. WASTEWATER SYSTEM REPLACEMENT PLAN
2" IN SIZE. 'SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF TWO FEET Or "
0-14 - GRAVELLY SAND FILL
BOTTOM OF ABSORPTION ,
SEPARATION `BETWEEN SEASONAL HIGH GROUNDWATER TABLE AND _" prepared for.
S VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP, _ _ p p
U B S THROUGHOUT THE ABSORPTION 14 28 LIGHT BROWN SILTY CLAY LOAM
TRENCHES ONLY USABLE MATERIAL SHALL E INSTALLED NR '
28-30 -GRAY CLAY LOAM MOTTLED Donald ,J.'McCo
FIELD AND TAPER AREAS AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL 'INSPECTION AGENCY IS >' y
Dig FASafely, 97FozRoad
REQUIRED PRIOR TO START—UP OF PUMP STATION. ELECTRICAL INPECTION SEAL IS
FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT IN 6 LIFTS PRIOR MOTTLING AT 29 Ne,W®Y®rk
BE AFFIXED TO PUMP STATION CONTROL PANEL a Town of Queensbury, Warren County, NY
TO INSTALLATION OF TRENCHES. TO I EI Call Before You Dig
PERCOLATION TESTS - ® wait The Required Time
1 r. : ® Confirm Utility Response Drawn: DAG Checked: GTH Scale: NOTED Date: 11 02 2012
ERI 0 0
tY P
1__ MATERIAL PRIOR T
0 F ENGINEER PROPOSED r I
INSTALLER T NOTIFY E GINE R OF PR POS D SO CE 0 SYSTEM UR F Y M P i B'
_ T 11 5 12 Y T. NUTCHINS P.E.
TRANSPORTING TO SITE. PERCOLATION RATE IN NATIVE SOILS 26" DEPTH): 48 M Respect The Marks
( ) M big with Care i 169 Haviland Road
MIN. PER INCH
SEWER PIPE MAY BE NATIVE 1800.962.7962 Queensbury, NY 12804
FILL REQUIRED TO PROVIDE COVER OF SEPTIC TANK .AND HOUSE -SEV/ www.mgsafeiyse 29656-01
MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL PERCOLATION RATE IN GRANULAR FILL (12" DEPTH): 2.5 wyorkcem (518) 745-0307 Phone
MIN. PER INCH Hutchins Englneering (518 745-0308 Fax
I
._. nn � ,.. z.
...: la.. w.,. i ,i i i ., ... .y, •: f#' �r-Tar. ,
xr+-niu. i 1. Ii, I..II ,III, IIli,. 1111114111. 1, 71 41 -L.1 , tip. r a,l ti ;, ,-. ,
+.. ££ r, ...
:I'I� 1 r ,.
�E �,h � �� � �. � (� �'�'� ' •4� ,.I
IJ
U 1l j