2004-122 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20040122 Date Issued: Monday, August 02, 2004
This is to certify that work requested to be done as shown by Permit Number P20040122
has been completed.
Tax Map Number: 523400-227-017-0001-054-000-0000
Location: 131 SEELEY Rd
Owner: MARTIN DION
Applicant: MARTIN DION
This structure may be occupied as a:
By Order of Town Board
Septic Alteration Residential TOWN OF QUEENSBURY
Director of Building&Code nforc ent
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040122 Application Number: A20040122
Tax Map No: 523400-227-017-0001-054-000-0000
Permission is hereby granted to: MARTIN DION
For property located at: 131 SEELEY 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: MARTIN DION
YVONNE KONIOWKA Septic Alteration Residential
Total Value
P.O. BOX 764
AVERILL PARK, NY 12018
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-122
SEPTIC ALTERATION
$25.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, March 26, 2005
(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 T wn of ee r , arch 26, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
t- U
SOILS DATA SEPTIC SYSTEM DESIGN w w
t ~T W a
TEST PIT DESIGN FLOW - EXISTING 2 BEDROOM HOUSEM 1° '"'*" c i � F=-
- DESIGN SYSTEM FOR POSSIBLE 3RD BEDROOM C 4
0-4 TOP SOIL •�» � m W CL
- REPLACE ALL OLD PLUMBING FIXTURES WITH NEW 4
4-26 NATIVE LOAMY SAND AND GRAVEL CODE COMPLIANT FIXTURES -- f z x Q p c bl 6
BEDROCK ® 26"+/- - 3 BEDROOMS ® 110 GAL./DAY/BDRM = 330 GPD . p _ 0 0
PERCOLATION RATE - 3 MINUTES 04 SECONDS PER INCH 0 p W p
TEST PIT AND PERC TEST BY NACE
SEPTIC TANK - USE 1,000 GAL. TANK �� �•, •� Q
ENGINEERING - 8/6/03 AND 10/09/03 ABSORPTION FIELD - TEST PIT SHOWS 26" TO BEDROCK
- USE RAISED ABSORPTION BED SYSTEM KEEPING BOTTOM OF SYSTEM
2' MINIMUM ABOVE BEDROCK - PLACE APPROX. 1 TO 2' OF FILL
F BEFORE INSTALLING SYSTEM.
- PERCOLATION RATE OF FILL MATERIAL SHALL BE BETWEEN 3 MIN/INCH " 4 C D
MINIMUM AND 5 MIN/IN MAXIMUM. " a M
M
- ELJEN IN-DRAIN SYSTEM PROPOSED DUE TO SITE CONSTRAINTS. 44
- AT NYSDOH APPLICATION RATE 39 L.F. OF ELJEN TRENCH REQUIRED. M N o z
- USE BED WITH 2 LATERALS EACH 20' LONG = 40 L.F. TOTAL. SITE
'r LOCATION
wio
�4' NOTE: UNABLE TO LOCATE SEPTIC FIELD
ON THIS PROPERTY
NOTE: OBSERVED LAKE WATER INTAKE
NO WELL VISIBLE ON PROPERTY.
LANDS N/F OF R '"
GUERRA
=- 340 N�W PUMP STATION 37" 2
(SEE DETAILS) �• 3 �
,..,` �`_ ' •� \ � -� 330 �
(� Y �Y Ak. -,Y �` r'�� 1000 GAL 4 e �- SWAMP ZS
V j { r r
Y�1 s SEPTIC 'SANK o Z AREA x
P � � ~ " J . O
` --�` X x x x •.� , ,f-, L S.� SHDRE DR r�♦
Y DOCK . EA 2252 1��4 9L �ul
�, tt o > ' W
1O ' AISTRIB TION / ^- a
•a 1 STORY MIN.
WOOD FRAME 10 LJEN IN DR N UNITS
I •' - � t t i i
r CRUSHED HOUSE ;I �'
DECK t ; LOCATION PLAN
N ) STONE ' e3 _ r r PT t t r t POINT LEV. ; ! O a
\ DRIVE �` �f _ i MIO r i i 3 6 338.83 3 i DOCK Q ^�^ � V M�
M `.'':' i -_ - r i i i -te,
334 i ! �± ZACCESS HATCH M+1 W
�•t WELL ! 33 a
W
--,.._ i �.�•' r 338 00. 1
I ' ABANDON I.DRAINAGE!STRUCTURE
92 IN.
REMOVE EXISTING SEEPAGE DRAINAG�N SWALE t DOCK C�tCAL GRA�EDGRASS A
/ IP ---:- Y t IXCTiON E-4
' a
f PIT,&;DISCONNECT HOUSE/SEWER PIPE �/� f
/i
4" CLAY PIPE
342 y F. i t` INV.=319.73 : •; Oj.
340 I S� t 56 _ b z ; r` IPFNrn
W
1 J �•3 f r` - �i ,� 3� f I ..� UBMERSIB p ��S �G Ik" *
330 323 !Y PUMP S
i R W A o
334 4" PVC 0 r 1
HOUSE - 32:1 DOCK _ V p
APPROXIMATE LOCATION ~" ALARM ON C14 "
_ 1-1�2 ORCE
OF EXISTING SEPTIC FIELD SLOPE 1�0 DRAINAIN
M
LANBOGER '
PUMP ON T OF BACK TO PUMP STATION F� H
NOTE: OBSERVED LAKE WATER INTAKE W
PUMPS 0 CHECK VALVE
NO WELL VISIBLE ON PROPERTY. DATUM = U.S.G.S.
IPF N
CONTOUR INTERVAL = 2 FOOT 1 f: • : '
• ` ' .• CONCRETE TO BE
4'-0" I.D. PRECAST CONCRETE TROWEL FINISHED
MANHOLE WITH INTEGRAL BASE MERCURY FLOAT EFFLUENT PUMP NN
AND FLAT SLAB TOP. SWI TH (USE SEWAGE PUMP w
AS MANUFACTURED BY FORT MILLER WEIGHT (TTYP.) IF PUMPING INTO W ' 4
PLANOR EQUIVALENT SEPTIC TANK)
1"=20' (NO LADDER RUNGS) w co
Scale:
INSTALLATION OF DISPOSAL FIELDS
SEWAGE PUMP STATION 9
NOT TO SCALE ;.4
1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, w 0
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AT 15 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS
PROVIDE OWNER WITH AS-BUILT ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND /
MEASUREMENTS TO ALL BURIED COVERS CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. MODEL 3885WE03L OR EQUAL. H
FROM AT LEAST 3 FIXED PERMANENT 2. IF PUMPING INTO SEPTIC TANK PUMP TO BE RATED FOR RAW SEWAGE.
APPROXIMATE OBJECTS SUCH AS BUILDING CORNERS. 2. OF THE Y EQUIPMENT HEAVY POSAL FIELDS SHALLAFTER ALLOWEIPE D %THI ON HE LIMITS
EGUNPUMP TO BE 1/2 HP GOULDS MODEL 3886WS05 OR EQUAL. Z
FINISH GRADE LEAVE 6" LONG IRON REBAR BURIED 1�
2" BELOW SURFACE TO MARK COVER 3. AFTER EXCAVATION OF 4' WIDE TRENCH TO THE DEPTHS REQUIRED, 3. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED UDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT =..�
AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
SMEARED SECTIONS OF TRENCH.
INLET BAFFLE 12" MIN. COVER OVER 4. PLACEMENT OF CONCRETE SAND IN-DRAIN UNITS, PERFORATED PIPE,
AND GEO TEXTILE SHALL BE AS SHOWN AND IN ACCORDANCE WITH
ALL STRUCTURES ELJEN IN-DRAIN DESIGN MANUAL AND NYSDOH APPROVAL CONDITIONS. �
1 11
GROUT WITH NON-SHRINK DISTRIBUTION BOX 5. THE PIPE AND IN-DRAIN UNITS SHOULD BE LAID AT THE GRADES FILL USED IN AREA OF ABSORPTION TRENCHES SHALL BE Q-+
GROUT (TYP.) EQUAL MILLER OR STRA CONTO THE TINUODUSSGRADES HWI°ITHOOUT SAGS, HUMPS, SEPARATED FINE SANDY LOAM WITH AN IN-PLACE PERCOLATION RATE OF 0
3 JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID cr
LIQUID LEVEL — WITH THE HOLES DOWN IN ALL CASES. 3 TO 5 MINUTES.
1/8" JLOPE O 0 Q 6. ALL DISPOSAL FIELDS SHALL GRADED TO SHED RAINFALL PLACE FILL I N 12 INCH LIFTS AND LIGHTLY COMPACT WITH
AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY "
ALL OUTLET INVERTS FROM THE DISPOSAL FIELD.
ft ° ° MUST BE SET AT TRACK EQUIPMENT. DO NOT ALLOW RUBBER TIRE EQUIPMENT R' cd
Rt o ro N ° 0 EXACTLY THE SAME 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. w p
1,000 GAL. SEAMLESS v j000EA ELEVATION. LEVEL BOX ON OR TRUCKS IN ABSORPTION TRENCH AREA.
cc P
SEPTIC TANK BY FORT GRAVEL PEA GRAVEL AND USE SPEED ENGINEER TO PERFORM PERCOLATION TEST IN FILL PRIOR W
MILLER OR EQUAL w INLET & OUTLET DISTRIBUTION BOX AAD UST SP ED LEVELERSTS. •� T .%4 0'4 �`'I'" CPUC I�- 0 �
N—
o BAFFLES � OVERFILL TO ALLOW 4 MIN. TOPSOIL, TO CONSTRUCTION OF ABSORPTION SYSTEM.
o w NOT To SCALE WITH WATER, FOR SETTLEMENT SEED AND MULCH BUILDING
D a zQX BACKFILL WITH SUITABLE MATERIAL C
o ;>
,Z.X REVIEWED cd
o . ,. M
0 0 cr M(o 12„ 36 2 4"0 PERFORATED PIPE ,i GEO-TEXTILE COVER DATE W
o DRAINAGE SWALE OQ - GEO-TEXTILE COVER 4 PERFORATED PIPE
" _ TYPAR 3401 OR EQUAL
r �' U` AT NORTH, SOUTH AND WEST SIDE P�,.`' .:::; MIN. TYPAR 3401 OR EQUAL " =I I(b= — —I I i 1= SLOPE 1/16--1/32- PER FT. w CO
MINIMUM 2x WIDTH OF NEW ABSORPT{ON BED SYSTEM 'S :' '~':- 17 MAX. -
�. , ...
Z .-
MAXIMUM 4x WIDTH Od ;'.;
i'
t+
L -
_ 10 I
M N.
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TYPE B IN-DRAIN UNIT
PROVIDE 3" SAND OR 000 r36,000 BY ELJEN CORPORATION
A A UNDER TANK i ' .:;:.• :,`�., .r�; i,.:,
PE GRAVEL DE 24'►
MIN.
CONCRETE SAND Dater OCTOBER 23
SEPTIC TANKS TYPICAL o .: ::N�> 2003
NYSDOT ITEM #703-07 TYPE B IN-DRAIN UNIT y ^~ Revisedr MARCH, 2604
+ Revisedr APRIL, 2004
NOT TO SCALE MAXIMUM SEASONAL HIGH.�I BY ELJEN CORPORATION NYSDOT ITEM #703-07 y Scaler A
GROUNDWATER ELEVATION S NOTED
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK OR BEDROCK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2, ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR BIO-MAT ABSORPTION SYSTEM BIO-MAT ABSORPTION SYSTEM NOTES:
END OF ALL DISTRIBUTOR PIPES MUST BE
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS STANDARD BED PROFILE PLUGGED UNLESS INTERCONNECTED. 4911 "7
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS STANDARD BED SECTION 2. ALL LATERALS TO BE OF EQUAL LENGTH.
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
N.T.S.
N.T.S.
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