2012-479 064 TOWN OF QUEENSBURY
A %14 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
FA
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120479 Application Number: A20120479
Tax Map No: 523400-289-008-0001-063-000-0000
Permission is hereby granted to: ROGER& DONNA BROWN JR
For property located at: 15 STONEGATE 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: ROGER& DONNA BROWN JR Test Pit/Perc Test Review
15 STONEGATE Dr Total Value
QUEENSBURY, NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
HUTCHINS ENGINEERING
169 HAVILAND ROAD
OUEENSBURY.NY 12804-0000
Plans&Specifications
2012-479 completed 10/11/2012 - see permit#2012-493
Deep Hole/Perc Test
$200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 11, 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 Tow : •ueensb a ; . Ti sr I,)ay, October 11,2012
SIGNED BYr ;, . r for the Town of Queensbury.
� T \
Director of Building& ode En orcement
Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road• Queensbury,NY 12804
DEEP HOLE/PERC TEST ut,1 0 ,111 ;i
1 2012
Request for Town Engineer Review ; 1i
Property Owner: ii706 boAI A, Exo INIVF Phone: (51g) 19 3._ 5c)(05--
Property
C)(0JProperty Owner's �-7
Address: 15 SrOiVE&ATE D)CIVc ouEEI\'SaLPY An? IP.8O -4
Location of Test: h S MAI E-&ATE b R I V`Cr- Tax ID#: c29 ,
*Applicant's Engineer: Hi( T-6,14II'JS L N6 !Ala-1 RI"kJ Phone: e5_13) 1145 -1)361
Applicant's Agent: Phone:
Additional Notes:
1. Reason for Request? New Septic System replacement Septic System Failed Septic System
Subdivision Site Plan Review
2.Are Wetlands present? YES NO UNKNOWN
*Note: Applicant is required to engage an engineer for design and testing of the system. The Town
Engineer's responsibility is to witness system testing only.
PLOT PLAN: Plot plan, to scale, to be submitted with application
FEE SCHEDULE:
a. $ 200 Flat Fee Date Paid: OZ-%
Check No.: /1 -5"3—
b.
b. OR Fee to be determined during To Be Determined:
Site Plan I Subdivision review process
SIGNATURE:
In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may
engage the services of a qualified professional consultant for expert review and recommendation arising
from the carrying out of the provisions of Art. IV, including but not limited to the review of plans,
specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep
hole and percolation tests, system installations, and any other aspect of any matter contained in this Art.
IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before
any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an
invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to
the party to be charged with same.
My signature below indicates I have thoroughly read and understand the instructions, agree to the
submission requirements and have completed the application. I also fully understand that additional
engineering fees may be necessary per Town of Queensbury Local Law 136-14D.
SIGNATURE OF AP. LICANT. z --� Date: `� / 1/-<,
SIGNATURE OF AGENT: `' , Dat CT
Original (B&C File) Canary (Planning) Pink (Applicant) Gold (Town Clerk)
/
/
/ °11.11114.11:1° Ii/
43
41 .41
-...
41 41
4 '
43
41
• . • 40 • .
*illy I Al
—
41 .
•
43
4) IIK Al Al
*
6 \ lopy
43
41
4,1 41
Cei .
(
40
<1
\
.---- I
___ .___________
..., \__
..,
0
LEGEND:
O IPF = IRON PIPE FOUND
O IRF = IRON ROD FOUND
O IRS =IRON ROD SET/TO BE SET
o– = WOOD FENCE LINE
X =WIRE FENCE LINE
=WELL
cg = CATCH BASIN
4E�
,PQ LANDS N/F OF
6g LAWRENCE MONTAGUE
4 1063/265
1�5.6t
/ E
i
i
I
LANDS N/F OF
VAN &.JANE MORRISON LANDS N/F OF
1499/257 / \ CURTIS & JANE HAVENS
X------— x\�
---- x
IRF
N36056'00"E
1 0' WELL
SETBACK
I
HED SSON 511ED
11291/200
`CJ 4
I
IRS
150.00'
10.0'
ri .nP�
2.5' TIP. —7r
ABSORPTION BED SECTION
NTS
I
27' BED LENGTH
4" MIN. TOPSOIL
Y rCRr VAM1aU rlrG.
-r
•I'_�J � % �P i } 2t t III III I i�
v s y< <f
rt,r�-C 'I.
X < y (tCr«
WE
EXISTING SEPTIC SYSTEM 4
/ TO BE ABANDONED
PROPOSED a SYSTEM INSTALLATION NOTES 20' BED WIDTH
EFFLUENT SEWER a
LOT 4 CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH ✓
1 C. _! L.-.. 'r!✓.t✓t /tr rt v��rr✓/'>:
EXISTING SEPTIC � THE N. Y, S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM
UTILITIES 37,583.6 so ft TANK TO REMAIN
0.86 acres SEPTIC
/ EXISTING HOUSE TANK LEACH FIELDS.
F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN S
SEWER TO REMAIN O d z,,. rz ✓ra? d �'b
AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN MTHE ry' " `i'✓ t t 'T
AFTER EXCAVATION OF 20' WIDE `ABSORPTION BED TO THE DEPTHS REQUIRED,✓ ✓ y
w WALLS A SMEARED
e - AREAS OF SOIL , r F
� � i _�' + x_ £ e ,+ t ✓ � ,. r 4 r i i Vis' i � �e r
/ DECK PLACEMENT OF CRUSHED STONE, 'PERFORATED PIPE AND FILTER FABRIC SHALL BE ✓ ' " f `" r "
COHERE E AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED 5` 4r✓,� ✓ r f ( a��,C l j�
SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
TORY THE PIPE SHOULD BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT
WOOD fRAME CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED. .JOINTS, OR OTHER ;, , ✓� .,< � , , ;T r✓fir
HOUSE o UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
ASPHALT 5UR-ACE '::r ., _, -._O - Y,'l- 5 - ✓ ,
1 '... ..- A '+., r .,.,<- ::._,.......fie..: -...Ru ,,.-. - ✓ 7 . ✓ ✓ • r: y::
Ai'Y:'✓.. A✓ - - __....u.._«._*.. t,a _.. -4" ..< ,^,,*s.'r`- q:.. .s ,t
._ :LANDS : N F OF m..°.,, ,. �.aa a -:.w.. ,w,_ w..
..,_ ,. ..— z ._ •—�-- ,;.. .— _„/_. —°. ..,. .. ....ALLY:DISP_OSAL-;FIcLDS.SHALL_BE:GRADED;.TO._SHED__;RAINFALLiAND:DIVERI,:URFACE ( _.. .r....-. --. ,..,". -...
_...n, -�"' .� �. > 1 v _/ . 1`, c4:✓ i`.
JEFFERY .& MARCY DARK ”: ° :,. - .27 BED
�. RUNOFF AWAY..FROM �THE�DISPOSAL FIELD.::..
. -- LENGTH
DO NO USEHEAVY -EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPNG HAS 4� '� Y, .'Y, ' t ':T ti ✓ ✓ = °
BEEN INSTALLED(") GONGRE7E ✓ _✓ t .t i J 4..(. x t re + :. ,+ y " .r i .. i _ -
. /
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON r ,✓' a' ✓ ° ` Y
} r r ,
o l _DESIGN FLOW>_0F 110
THE INSTALLATIONco
OF WATER CONSERVING FIXTURES AND A
LO GPD PER 'BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME
+ r� <✓ 1i,t: Lr:/'/
WATER USE FIXTURES, SUCH AS JACUZZI–TYPE SPA TUBS OR WATER TREATMENT �� ✓ E r Tr t°�✓ ; , ✓ w
PINE TREE ROW " ✓ ; ✓ ✓ ;.
✓ �,, EQUIPMENT THE INSTALLATION OF NON–CONSERVING WATER FIXTURES OR EXTREME
' WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER `, , r w f" ra ✓�'
260.00'j
,w ✓ ✓ , s
NT SYSTEM.
IPF _ - 'fit % .✓'. r✓✓'°" .. d a ✓ > f v ✓ r S✓ t y
S36049'50"W ROOF FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE ✓ , `� �% � �' '%
F EXCLUDED FROM THE WASTEWATER SYSTEM. �� ✓ ✓
CONSTRUCT DRAINAGE SWALE UPGRADE SYSTEM IN ORDER TO DIVERT SURFACE
LANDS N/F OF
ANDREA
MERY r- - .RUNOFF AROUND ABSORPTION .FIELD.
r✓ ✓ ` ✓ ✓ ✓ ✓ y s� s� r � a` y' `� r i
CB
I v tr ✓ ✓µ a yt v spa yt r/a r
PF ! WASTEWATER SYSTEM DESIGN 4" PERFORATED
Ii
LANDS N/F of DISTRIBUTION BOX PIPE TYP ,
CURTIS &MARY LeROY -_
_ ;.
\ 4 BEDROOM RESIDENCE ` � '
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, { ADSORPTION BED PLAN
SEPTIC TANK NOTES ' 3.0 GPM MAX. FAUCETS) NTS l
\ ' I ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS, OF THE NEW YORK STATE
DESIGN FLOW -'110 GPD/BEDROOM
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED SYSTEM DESIGN FLOW 440 GPD
MAP REFERENCE: BY UTOPIA ENTERPRISES OR EQUIVALENT. SEPTIC TANK – EXISTING1,250 GAL PRECAST CONCRETE I C
BASE INFORMATION FROM "MAP OF A LEACH FIELD ABSORPTION BED
SURVEY MADE FOR ROGER L. BROWN JR."
SITE PLAN ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. DESIGN PERCOLATION RATE 1-5_MIN/IN
BY VAN DUSEN & STEVES LAND SURVEYORS WHERE EXISTING SOIL CONDITIONS ARE :UNSUITABLE," CRUSHED STONE' SHALL BE
SCALE: 1=20
APPLICATION RATE / 0.95 GPD SF, T1
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. A -
OF QUEENSBURY, NY DATED APRIL 27, 2009.1vj
ABSORPTION BED AREA REQUIRED – `463 SF
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE I'OF EXTRA HEAVY ABSORPTION BED AREA PROVIDED 20'X27' 540 SF
SUGGESTED: POLYETHYLENE /SUGGESTED: INSTALL,(POLYLOK
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. POTABLE WATER° SUPPLY 1S ON SITE WELL
EXTENSION TO GRADE WITH PL 122 FILTER SUCH THAT IT IS -' • � � `i�e�•�y*�'{. ,
TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH MAINTAIN_100' MIN. SEPARATION TO ABSORPTION BED , Y
EXISTING TANKS TO BE REUSED ARE: TO BE PUAIPED TO VERIFY THAT ALL MAINTAIN 50' MIN. SEPARATION TO SEPTIC TANK Com'tJ i 4�^ "' r
�J\%�
VERA'' PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHTdUf�SO YTAX MAP # 289.8-1-63
CODER (NON–TRAFFIC AREAS) TANrS ACCESS CO i
DA
4 " ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS
12" MIN. COVER ALL JOINTS MUST BE SEALED. SITE SOILS DATA
1/4" PER FOOT "" A VIOLATION OF NYS EDUCATION LAW.
°
12"' MIN. COVER /� C Tr TFaTPZF
MIN. SLOPE r' " 1/8' -ER FOOT DISTRIBUTION BOX SYSTEM MATERIAL Sf ECII ICA LLONS TP -1
MIN. SLOPE
4 HOUSE SEWER HOUSE SEWER PIPE 12 I
LIQUID LEVEL 4" EFFLUENT SEWER qqTE ��
PIPING TO BE 4" SDR -35 OR SCHEDULE "40 PVC. INSTALL WITH 1/4" PER FOOT = -'r uP�r " -
WATERTIGHT SLEEVE 18
BAFFLE MINIMUM SLOPE. " .kl
& SEAL (TYP.) 16
MIN. USE SPEED LEVELERS TO L Ran
2"MIN EFFLUENT SEWER PIPE
ASSURE ALL(OUTLETS ARE AT PIPING TO BE 4" -SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1 8" PER FOOT '+c,) r 4r:'
0 R IMINARY /
'l EXACTLY THE SAME ELEVATION MINIMUM SLOPE. - Ir
9 14 12
4" PVt SDR -35 SOLID HEADER TO 2 MIN. DROP A13SORPTION BED PERFORATED PIPE No. Date
LIQUID DEPTH BETWEEN INVERTS UNLESS OTHERWISE -SPECIFIED, PERFORATED PIPING TO MEET ASTM F481.
r
30" MIN. PIPING! R7/8" PER FOO MIN SLOPE ABSORPTION BED AGGREGATE Pc-;C£71FiTIt7N P -
60" MAX. STONE IS TO BE 3/4" TO 1-112- WASHED STONE PT -T rE ° WASTEWATER SYSTEM PLAN & DETAILS
/� r r
ITER FABRIC u p DA -, , , , , L ,
prepared for.
MINIMUM 2X WIDTH FILTER FABRIC TO BE 4.8 OZ/SY NON–WOVEN SEPARATION FABRIC, TENCATE MIRAFI {` "``" "''
P ss i `'Roger L: Brown, 'Jr.
146N OR EQUIVALENT Dig ;pSalelya.
MAXIMUM 4X WIDTH BACKFILL MATERIAL N{vVl/�Yoirk Stone Gate Drive "
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN ®c;;u Before you vi 7OlNn Of UeenSbUr WdrrB(I County,'NY
g
Q YA
- 2" p Walt The Required Time -'
EXISTING 1,250 GALLON PRECAST CONCRETE SEPTIC TANK PSDIL - - ®piyntirm utility Response Drawn: DAG Checked: GIH ° Scale: NOTED Date: 09/07/2012
PLACE 4 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND respect The Marks
El big With care 169 Haviland Road „
ESTABLISH TURF. 800.962"7962 Queensbury, NY 12804
SEPTIC TANK DETAIL
rk.eom -. I 2964.1. -01
wwk.dr safe) ne o ...._ -
NTS I I - I :.(518) 745 0307 Phone
Hutchins Engineering (518) 745–'0308 FAX
IsTtom,
r
n
F*r
t
x
�
k
e
t
NR
2.5' TIP. —7r
ABSORPTION BED SECTION
NTS
I
27' BED LENGTH
4" MIN. TOPSOIL
Y rCRr VAM1aU rlrG.
-r
•I'_�J � % �P i } 2t t III III I i�
v s y< <f
rt,r�-C 'I.
X < y (tCr«
WE
EXISTING SEPTIC SYSTEM 4
/ TO BE ABANDONED
PROPOSED a SYSTEM INSTALLATION NOTES 20' BED WIDTH
EFFLUENT SEWER a
LOT 4 CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH ✓
1 C. _! L.-.. 'r!✓.t✓t /tr rt v��rr✓/'>:
EXISTING SEPTIC � THE N. Y, S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM
UTILITIES 37,583.6 so ft TANK TO REMAIN
0.86 acres SEPTIC
/ EXISTING HOUSE TANK LEACH FIELDS.
F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN S
SEWER TO REMAIN O d z,,. rz ✓ra? d �'b
AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN MTHE ry' " `i'✓ t t 'T
AFTER EXCAVATION OF 20' WIDE `ABSORPTION BED TO THE DEPTHS REQUIRED,✓ ✓ y
w WALLS A SMEARED
e - AREAS OF SOIL , r F
� � i _�' + x_ £ e ,+ t ✓ � ,. r 4 r i i Vis' i � �e r
/ DECK PLACEMENT OF CRUSHED STONE, 'PERFORATED PIPE AND FILTER FABRIC SHALL BE ✓ ' " f `" r "
COHERE E AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED 5` 4r✓,� ✓ r f ( a��,C l j�
SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
TORY THE PIPE SHOULD BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT
WOOD fRAME CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED. .JOINTS, OR OTHER ;, , ✓� .,< � , , ;T r✓fir
HOUSE o UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
ASPHALT 5UR-ACE '::r ., _, -._O - Y,'l- 5 - ✓ ,
1 '... ..- A '+., r .,.,<- ::._,.......fie..: -...Ru ,,.-. - ✓ 7 . ✓ ✓ • r: y::
Ai'Y:'✓.. A✓ - - __....u.._«._*.. t,a _.. -4" ..< ,^,,*s.'r`- q:.. .s ,t
._ :LANDS : N F OF m..°.,, ,. �.aa a -:.w.. ,w,_ w..
..,_ ,. ..— z ._ •—�-- ,;.. .— _„/_. —°. ..,. .. ....ALLY:DISP_OSAL-;FIcLDS.SHALL_BE:GRADED;.TO._SHED__;RAINFALLiAND:DIVERI,:URFACE ( _.. .r....-. --. ,..,". -...
_...n, -�"' .� �. > 1 v _/ . 1`, c4:✓ i`.
JEFFERY .& MARCY DARK ”: ° :,. - .27 BED
�. RUNOFF AWAY..FROM �THE�DISPOSAL FIELD.::..
. -- LENGTH
DO NO USEHEAVY -EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPNG HAS 4� '� Y, .'Y, ' t ':T ti ✓ ✓ = °
BEEN INSTALLED(") GONGRE7E ✓ _✓ t .t i J 4..(. x t re + :. ,+ y " .r i .. i _ -
. /
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON r ,✓' a' ✓ ° ` Y
} r r ,
o l _DESIGN FLOW>_0F 110
THE INSTALLATIONco
OF WATER CONSERVING FIXTURES AND A
LO GPD PER 'BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME
+ r� <✓ 1i,t: Lr:/'/
WATER USE FIXTURES, SUCH AS JACUZZI–TYPE SPA TUBS OR WATER TREATMENT �� ✓ E r Tr t°�✓ ; , ✓ w
PINE TREE ROW " ✓ ; ✓ ✓ ;.
✓ �,, EQUIPMENT THE INSTALLATION OF NON–CONSERVING WATER FIXTURES OR EXTREME
' WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER `, , r w f" ra ✓�'
260.00'j
,w ✓ ✓ , s
NT SYSTEM.
IPF _ - 'fit % .✓'. r✓✓'°" .. d a ✓ > f v ✓ r S✓ t y
S36049'50"W ROOF FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE ✓ , `� �% � �' '%
F EXCLUDED FROM THE WASTEWATER SYSTEM. �� ✓ ✓
CONSTRUCT DRAINAGE SWALE UPGRADE SYSTEM IN ORDER TO DIVERT SURFACE
LANDS N/F OF
ANDREA
MERY r- - .RUNOFF AROUND ABSORPTION .FIELD.
r✓ ✓ ` ✓ ✓ ✓ ✓ y s� s� r � a` y' `� r i
CB
I v tr ✓ ✓µ a yt v spa yt r/a r
PF ! WASTEWATER SYSTEM DESIGN 4" PERFORATED
Ii
LANDS N/F of DISTRIBUTION BOX PIPE TYP ,
CURTIS &MARY LeROY -_
_ ;.
\ 4 BEDROOM RESIDENCE ` � '
WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, { ADSORPTION BED PLAN
SEPTIC TANK NOTES ' 3.0 GPM MAX. FAUCETS) NTS l
\ ' I ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS, OF THE NEW YORK STATE
DESIGN FLOW -'110 GPD/BEDROOM
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED SYSTEM DESIGN FLOW 440 GPD
MAP REFERENCE: BY UTOPIA ENTERPRISES OR EQUIVALENT. SEPTIC TANK – EXISTING1,250 GAL PRECAST CONCRETE I C
BASE INFORMATION FROM "MAP OF A LEACH FIELD ABSORPTION BED
SURVEY MADE FOR ROGER L. BROWN JR."
SITE PLAN ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. DESIGN PERCOLATION RATE 1-5_MIN/IN
BY VAN DUSEN & STEVES LAND SURVEYORS WHERE EXISTING SOIL CONDITIONS ARE :UNSUITABLE," CRUSHED STONE' SHALL BE
SCALE: 1=20
APPLICATION RATE / 0.95 GPD SF, T1
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. A -
OF QUEENSBURY, NY DATED APRIL 27, 2009.1vj
ABSORPTION BED AREA REQUIRED – `463 SF
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE I'OF EXTRA HEAVY ABSORPTION BED AREA PROVIDED 20'X27' 540 SF
SUGGESTED: POLYETHYLENE /SUGGESTED: INSTALL,(POLYLOK
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. POTABLE WATER° SUPPLY 1S ON SITE WELL
EXTENSION TO GRADE WITH PL 122 FILTER SUCH THAT IT IS -' • � � `i�e�•�y*�'{. ,
TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH MAINTAIN_100' MIN. SEPARATION TO ABSORPTION BED , Y
EXISTING TANKS TO BE REUSED ARE: TO BE PUAIPED TO VERIFY THAT ALL MAINTAIN 50' MIN. SEPARATION TO SEPTIC TANK Com'tJ i 4�^ "' r
�J\%�
VERA'' PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHTdUf�SO YTAX MAP # 289.8-1-63
CODER (NON–TRAFFIC AREAS) TANrS ACCESS CO i
DA
4 " ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS
12" MIN. COVER ALL JOINTS MUST BE SEALED. SITE SOILS DATA
1/4" PER FOOT "" A VIOLATION OF NYS EDUCATION LAW.
°
12"' MIN. COVER /� C Tr TFaTPZF
MIN. SLOPE r' " 1/8' -ER FOOT DISTRIBUTION BOX SYSTEM MATERIAL Sf ECII ICA LLONS TP -1
MIN. SLOPE
4 HOUSE SEWER HOUSE SEWER PIPE 12 I
LIQUID LEVEL 4" EFFLUENT SEWER qqTE ��
PIPING TO BE 4" SDR -35 OR SCHEDULE "40 PVC. INSTALL WITH 1/4" PER FOOT = -'r uP�r " -
WATERTIGHT SLEEVE 18
BAFFLE MINIMUM SLOPE. " .kl
& SEAL (TYP.) 16
MIN. USE SPEED LEVELERS TO L Ran
2"MIN EFFLUENT SEWER PIPE
ASSURE ALL(OUTLETS ARE AT PIPING TO BE 4" -SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1 8" PER FOOT '+c,) r 4r:'
0 R IMINARY /
'l EXACTLY THE SAME ELEVATION MINIMUM SLOPE. - Ir
9 14 12
4" PVt SDR -35 SOLID HEADER TO 2 MIN. DROP A13SORPTION BED PERFORATED PIPE No. Date
LIQUID DEPTH BETWEEN INVERTS UNLESS OTHERWISE -SPECIFIED, PERFORATED PIPING TO MEET ASTM F481.
r
30" MIN. PIPING! R7/8" PER FOO MIN SLOPE ABSORPTION BED AGGREGATE Pc-;C£71FiTIt7N P -
60" MAX. STONE IS TO BE 3/4" TO 1-112- WASHED STONE PT -T rE ° WASTEWATER SYSTEM PLAN & DETAILS
/� r r
ITER FABRIC u p DA -, , , , , L ,
prepared for.
MINIMUM 2X WIDTH FILTER FABRIC TO BE 4.8 OZ/SY NON–WOVEN SEPARATION FABRIC, TENCATE MIRAFI {` "``" "''
P ss i `'Roger L: Brown, 'Jr.
146N OR EQUIVALENT Dig ;pSalelya.
MAXIMUM 4X WIDTH BACKFILL MATERIAL N{vVl/�Yoirk Stone Gate Drive "
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN ®c;;u Before you vi 7OlNn Of UeenSbUr WdrrB(I County,'NY
g
Q YA
- 2" p Walt The Required Time -'
EXISTING 1,250 GALLON PRECAST CONCRETE SEPTIC TANK PSDIL - - ®piyntirm utility Response Drawn: DAG Checked: GIH ° Scale: NOTED Date: 09/07/2012
PLACE 4 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND respect The Marks
El big With care 169 Haviland Road „
ESTABLISH TURF. 800.962"7962 Queensbury, NY 12804
SEPTIC TANK DETAIL
rk.eom -. I 2964.1. -01
wwk.dr safe) ne o ...._ -
NTS I I - I :.(518) 745 0307 Phone
Hutchins Engineering (518) 745–'0308 FAX