2008-486 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. P20080486 Date Issued: Friday, October 03, 2008
This is to certify that work requested to be done as shown by Permit Number P20080486
has been completed.
Tax Map Number. 523400-302-014-0003-049-000-0000
Location: 5 PARK VIEW Ave
Owner. HAL & DEANNA PAYNE
Applicant: HAL & DEANNA PAYNE
This structure maybe occupied as a:
Septic Alteration Residential
By Older 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 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080486 Application Number. A20080486
Tax Map No: 523400-302-014-0003-049-000-0000
Permission is hereby granted to: HAL& DEANNA PAYNE
For property located at: 5 PARK VIEW Ave
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: HAL&DEANNA PAYNE
5 PARK VIEW Ave Septic Alteration Residential
QUEENSBURY,NY 12804 Total value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-486
septic alteration residential
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, October 01, 2009
(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 o of ns ednesday, October 01, 2008
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
/I.IIII.I./I.....II....I...I..I..1....../......................II..r . Ir.rr.................�
�FFICE USE ONLY I ,
TMAP NO. T PERMIT N0. l. 1� -PERMIT FEE_
APPROVALS: ZONING TOWN CLERK
..........r..-.......r.............................. ..r..........: �..r..r...............i
APPLICATION FOR SEP77C DISPOSAL SYSTEM PERMIT
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.
OWNER: ✓ �G INSTALLER:5 TON lJ
ADDRESS: joa i, W flIrr ADDRESS: "7_Pe5 &O 5'6T y r�R1/
PHONE NOS, 7 G if` 0133 92'ci � PHONE NOS._ 'Yrl 0�l6 /0, /
LOCATION OF INSTALLATION: 1
.NO.O ....... ...........................................................t........i.-.......................,.............................. .......,.i RESIDENCE INFORMATION:
YEAR BUILT BEDROOMS X COMPUTATIONU I = I TOTAL DAILY FLOW
_
w1980 or ..X.. GARBAGE GRINDER
- older ��180 gallon-per bedroom ! _ N _ ,-, INSTALLED?
1981 •1991 -........-.- .X 130 gallon per bedroom ## s
SPA OR HOT TUB
-1992-present. _.. X. gallon per bedroom.. s. INSTALLED?
�.
1......-.....-................................................................-..................................._...... ...-.......�._.-... �,_.......�......._................................................................�
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: T AT DEPTH? BEDROCKAMPERVIOUS MATERIAL: AT
WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL t/9 WELL
(IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. )
✓ PERCOLATION TEST: RATE IS__ ,1 PER MIINUTE PER INCH (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). Add 250
gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub.;
✓ SEPTIC TANK: ,)1P GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT.
✓ TOTAL SYSTEM LENGTHO FT. SEEPAGE PIT($): HOW MANY?
✓ SIZE OF EACH FT. X ZOO FT.
✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT.
✓ BED SYSTEM SIZE: vZ fi' X
✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE
✓ HOLDING TANK SYSTEM:(if required) NO. OF TANKS: _ _ /SIZE OF EACH
✓ GALLONS.ITOTAL CAPACITY. GAL.
}1 NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN Il
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. i`•:
„.,.,.,.............v.........................:.....
vnuno-onova,••.vaa:.,w,vn•av,•,n•onrn,•:•:.v.•vn:•n:•.•+vn:•nwn•:•:•:•nn.an.rr:•:u•rn,n.;•nnrnmm�v.:•:•,.o-now•aono-....a;........a•ananu000an:•non,nxa.,nnnmwnn...i.nnvnn.pf
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 regulations with respect to this application and
agree to abide by these and all requirements of the Town of QUESTIONS? CALL 781.8266 OR EMAIL
Queensbury Sanitary Sewage Disposal Ordinance.
codesComnsburv.nM
VISIT OUR WESSITE FOR MORE INFORMATION
� �y� (�� WWVN.QLI@@.1'1�sbttrV.r1@t
Signature of Person Re onsible Date (�
Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 22804
t
Septic Inspection Report
Office No. (518)761-8256 Date Ins on ed:
Queensbury Building&Code Enforcement Arrive: / De am/pm
742 Bay Rd., Queensbury, NY 12804 Ins is I ais:
NAME: PERMIT NO.: Q
LOCATION: L INSPECT ON:
RECHECK:
Comments and/or diagram
Sal Type: Sand Loam Clay
Type of Water: Munici 1 Well Water
Waterline separation distance ft•
Well separation distance ft.
Other wells: ft.
Absorption Field: Total lencith 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 \ v
Tank to Distribution Box t
Distribution Box to Field I Pit
Opening Sealed: Y N Partial
End Ca
Inlet/Outlet Pipes&Baffles Y N
Location/ Se rations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan N
En ineer Re rt and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Fron Middle Rear
m s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
Septic Inspection Report G �,'—
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 I pector's Initials: n"jLl f
NAME: " ''� �'� PERMIT NO.:
LOCATION: INSPECT ON: as
RECHECK: /
C
Comments and/or diagram
Soil T L Clay
Type of Water: i Well Water
Waterline separation distance ft.
�
Well separation distance ft. A!kWOther wells: ft. � � �,� c�
Well Casing Length 50' + - Y N_N/A
Absorption Field: Total length ft. ,�p��
Length of each trench
Depth of trenches
Size of Stone Seepage Pits: Number
Size: �K �
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: N
End Cap N
Inle s&Baffles V Y N
Location Separations
Foundation to tank ft.
Foundation to absorption
Separation of Pits
Conforms as per Plot Plan N
Engineer Report and As-Built Y_N
Location of System on Property:- �r
Front Rear Left Side Right Side Middle Front Middle Rear
Sy&m Use
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 Reportdoc
Town of Queensbury- Building&Codes Enforcement Office-742 Bay Road- Queensbury,NY 12804
DEEP HOLE/PERC TEST
Request for Town Engineer Review
Property Owner: -� �/ .__ Phone:
Property Owners �^ t _.
Address: J p`
Location of Test: �w^Q_ Tax ID#:
"Applicant's Engineer: `� �� r fgt,�_ Phone:
Applicant's Agent: r Phone: (--7Q
Additional Notes:
1. Reason for Request? New Septic System ❑ Replacement Septic System � Failed Septic System
El Subdivision 0 Site Plan Review
2.Are Wetlands present? 1-1 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: / S �
Check No.:
b. OR Fee to be determined during To Be Determined:
Site Plan / 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 APPLICANT: Date:9=b�--
SIGNATURE OF AGENT: Date:
Original (B&C File) Canary (Planning) Pink (Applicant) Gold (Town Clerk)
r
Page I of I
Dave Hatin
From: Daniel W. Ryan, P.E. [dryan@visionengineefing.org]
Sent: Wednesday, September 24, 2008 10:35 AM
To: Dave Hatin
Subject: RE: Hal Payne 5 Parkvlew Ave
We observed mottling at 48 inches below grade at the test hole location. We discussed with the
Applicants Engineer that they install a system with the maximum depth to bottom of absorption trench
at 18-inches below grade. Give me a call if you have any questions.
Thank you,
VISION Engineering, LLC
4 Glens Falls Technical Park
Glens Falls,NY
12801
Phone:(518)792-9264 Fax:(518)792-9282
Daniel W. Ryan, P.E.
dryan@yLsio ineng�neerin -or V
From: Dave Hatin [mailto:daveh@queensbury.net]
Sent: Wednesday, September 24, 2008 10:10 AM
To: Daniel W. Ryan, P.E.
Subject: Hal Payne 5 Parkview Ave
Dan,
I understand you witnessed the deep hole test with Keith Manns this morning. Is there any issues with the
installation of the system or are they all set.
Dave
9/24/2008
General Notes
REQUIRED SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS
(min.60'casing) Tostream.Lake ffFl.
m Disposal Field Requirements 0e)
1. See NYSDOH's"Appendix 75-A,Wastewater
Well(f)or Watered—(b), Property Drainage
system comPoneote suction Line or wetland Dwelling Line Ditch[ME)
Rouse sewer 26 It oast Iron 25' 3" 10, — #-rile.of Length of Each Tot.Length Design Perc Rate Treatment Standards-Individual Household Systems"
(waterlight)ointeI Pvcwimo•rNO Laterals (min./inch) &"Individual Residential Wastewater Treatment
�nu.5o'athorwiDs, Lateral(feet) (feet) By my stamp/signature on this document, I,
Septic tank SO' 11to, 10, 10'Effluent line to 4.T' 26 100 1-0 Keith R. Manz, P.E., hereby certify to the Systems-Design Handbook"for additional design
distribution box so, 50' t0' 10' 70'
Distribution box 100• 100' 20' 10' 20' Town of Queensbury that this septic and installation requirements.
Absorption field too,(.) 100, 20' 10, 201 system was installed in general 2. Information on this sheet is for septic system design
seepage Pit 15o',a, 100, 20' 10, 20' D.Chamber to Absorption Bed Manifold: 2"SCH 40
Dry well(rppf conformance with the approved design purposes only.
arM rooting) 50• 25' 20' +o• ,D' PVC pressure pipe, slope steeply and continuously back
Raised or Mound System(c) 100'(s) 100' 20' to,
from Absorption Bed to Dosing Chamber. plans,except for changes noted on this 3. Construction shall be as shown on this drawing and in
accordance with all NYSDOH and system
Intermittent Sand Record Drawing.
Fill-le) 1�'la) too' 20' to, 20'
manufacturer's requirements.
Evapotran.0ration-
abscrption system(c) too,(.) 50' 20' 10' 20'
C°,r,-at„ So, 50' 1. 10 10• FP.EE.
r Supply Information: Heavy equipment shall be kept away from the disposal
Sanitary Privy Pit 100• 60 20' 10, 20' Pit}determined by K. Manz, Record Drawina Dimensions: A=23'-2", field.
Privy,watertight vault so• so• 20' 10, 10' r n T n r u n
27108 w/Dean (STONE)& B=31 -0 , C=24-0 , D=38-8 , E=23-7 , 5. Smeared trench floors and walls are to be raked.
NOTES:(a)When sewage treatment systems are located in coarse gravel or upgrade and in the resent; F=38'-3". Disposal field shall be graded to shed rainfall and to
general path of drainage to a well,the closest part of the treatment system shall be at least 200 f
feet away from the well. divert surface runoff from adjacent areas.
(b)Mean high water mark.
(c)For all systems involving the placement of fill material,separation distances are A 8" 7. Remove all leaves,roots,plants and organic debris
measured from the toe of slope of the fill. O"-48 Medium Brown Sand
(dI Any water service line under pressure(i.e..public water supply main,household
service line,well to household service line)located within ten feet of any absorption field, No Groundwater Evident from the disposal field area.
seepage pit or sanitary privy shall be installed inside a larger diameter water main to protect
the potable water supply, N 8. All sketches are N.T.S.and dimensions only shout e
(a) Any water service lure under pressure sing public water supply main,household r/ / ��
service line,well to household service line)crossing a sewer shall be installed with one full / U /(V. used.
length of water main centered above the sewer so both water connecting Joints are as far as
possible from the sewer. Section 8.6 of the GLUMRB Recommended Standards for Water •(Percolation Tests) determined by K. 9. Inspect system components regularly.
Works,shall be followed for separation of water mains,sanitary sewers and storm sewers.
(f) The minimum separation distance between a septic tank and a community type public '
water supply well should be 100 feet. Distribution boxes and absorption facilities(e.g., Manz, P.E. on 8/27/08r �,,,..�• 10. Inspect&pump septic tank min.every 2 years.
absorption trenches/beds,seepage pits,raised systems,mound systems,etc.)should be
located at least 200 feet from Community type public water supply wells. f"'..� 11. After settlement above bed has occurred(6 mo.&after
(g) Recommended separation distances.
Highest Stabilized Rate= 3 min./inch. freezeJthaw cycle),grade by hand to enhance surface
drainage off the bed.
Incl.audible&visual alar MANHOLE COW
pP1AyM WEATHER (LOCK."
in visible location in PRDD`E"10LO vENr Lot is on municipal water.
house. to house t.7AOE , 1
OF NE
wsLUE tin R PIPE 'AL 2r r r r IF , 1 CO'OQ� �cH Ry0'A
u"�NARfaa�mm
Re rve capacity after alarm= ELIDING cause cap all downstream end&
daily ow -►E uefr 0
tARrLEVEL° 1/4"hole 0 1
----------------
137 I./dOSe LEVE DDNTFAXSWI,w discharges a of
OPFLEYEL.�---------- valve �14*�
SCH vc press. laterals ith 1/4"die.
LEVELCONrROLSWITCH check Valve Hole 5' .c.,on bottom of laterals. Northern
Maintain min.20'to Ex. House SSION
❑ Doorway
o❑ , FFP
house
FRa1 PW
gpm effluent pump to be DO NG CH MBER :F � E. Ex.s.Tank Rev. Date Description
sized for friction loss 8 _ 1 9/25/08 Added Record DW . Info.
elev. head loss(Hydromatic 20'x 30' , Q.,;
sHEF 40 or equal) Absorption Bed Rebuilt Dosing Chamber
Disposal Field , TP Approx.loc.ex.water Descri tion of Proposed Installation:
service line-locate all
U/G utilities prior to
ALTIC •4b, w construction Absorption Bed Septic System Design
(----:-- gg-M,u, Maintain min.l0'to
i' S' OUTLEi PLMVEW •.•► '
1MET =) 4, RWC property lines(type) --
1300* 4 CLIENT: HAL& DEANNA PAYNE
NOTES'. A•POMEASLESE0119 IE,IERNEIMSELDMIO MOLON COFNMOR BUMP
0-DEITFARM"Lxrg L
1 0•n DISrA1B8ML4FERALSANDUDBOT10MSW1LLSEIEEEL.
OteS: ' �° ° d °•� °' °a o Min.10'from disposal field to
a o e _, , WMAX. SITE LOCATION: 5-7 PARK VIEW AVENUE
SOM.SMA(FILL 2.N r E ® 2A, ex.water service line QUEENSBURY
1. minim of 3"of c an sand or pea gravel,or 5"of sea ed A Park View Avenue , NY 12804
a re to 0.75"-1.5' diaW0shall be placed under tank.
2.Min um tank capacity shall be as follows: •.p:•\t' AJ;/ ;•► 1:•e `'1':I'; r-Ir COUNTY OF: WARREN
tbtr As as •4A\�04••Ilea tie\si4�•e Ids"• -
-For bedrooms or less,tank shall be min. 1,000 gallons. ° "�
-4 bedr ms shall have min. 1,250 gallon tank.For eac f HPE TOWN OF: QUEENSBURY
rMW. / // /��id0% /.. S
additional room add 250 gallons.For hot tub/spa /or GROMWATM FbM,ORSIPVFAEAUSTRM
garbage grinds , rid 250 gallons to tank size for ch. 3/4"-1 1/2"AgmEDATE ENDVEw
See septic System Layout for actual#&orientation of laterals. SEPTIC SYSTEM LAYOUT PLAN KEITH R. MANZ, P.E.
Scale 1 40r 14 NORL ND CouRT SARATOGA SF R"GS,NY 12666
1ISF iFx c TANK & DOSING CHAMBER ABSORPTION BED SYSTEM
HE T 1 OF 1 DA 9/3/2008
General Notes
REQUIRED SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS
(min.60'casing) Tostream.Lake ffFl.
m Disposal Field Requirements 0e)
1. See NYSDOH's"Appendix 75-A,Wastewater
Well(f)or Watered—(b), Property Drainage
system comPoneote suction Line or wetland Dwelling Line Ditch[ME)
Rouse sewer 26 It oast Iron 25' 3" 10, — #-rile.of Length of Each Tot.Length Design Perc Rate Treatment Standards-Individual Household Systems"
(waterlight)ointeI Pvcwimo•rNO Laterals (min./inch) &"Individual Residential Wastewater Treatment
�nu.5o'athorwiDs, Lateral(feet) (feet) By my stamp/signature on this document, I,
Septic tank SO' 11to, 10, 10'Effluent line to 4.T' 26 100 1-0 Keith R. Manz, P.E., hereby certify to the Systems-Design Handbook"for additional design
distribution box so, 50' t0' 10' 70'
Distribution box 100• 100' 20' 10' 20' Town of Queensbury that this septic and installation requirements.
Absorption field too,(.) 100, 20' 10, 201 system was installed in general 2. Information on this sheet is for septic system design
seepage Pit 15o',a, 100, 20' 10, 20' D.Chamber to Absorption Bed Manifold: 2"SCH 40
Dry well(rppf conformance with the approved design purposes only.
arM rooting) 50• 25' 20' +o• ,D' PVC pressure pipe, slope steeply and continuously back
Raised or Mound System(c) 100'(s) 100' 20' to,
from Absorption Bed to Dosing Chamber. plans,except for changes noted on this 3. Construction shall be as shown on this drawing and in
accordance with all NYSDOH and system
Intermittent Sand Record Drawing.
Fill-le) 1�'la) too' 20' to, 20'
manufacturer's requirements.
Evapotran.0ration-
abscrption system(c) too,(.) 50' 20' 10' 20'
C°,r,-at„ So, 50' 1. 10 10• FP.EE.
r Supply Information: Heavy equipment shall be kept away from the disposal
Sanitary Privy Pit 100• 60 20' 10, 20' Pit}determined by K. Manz, Record Drawina Dimensions: A=23'-2", field.
Privy,watertight vault so• so• 20' 10, 10' r n T n r u n
27108 w/Dean (STONE)& B=31 -0 , C=24-0 , D=38-8 , E=23-7 , 5. Smeared trench floors and walls are to be raked.
NOTES:(a)When sewage treatment systems are located in coarse gravel or upgrade and in the resent; F=38'-3". Disposal field shall be graded to shed rainfall and to
general path of drainage to a well,the closest part of the treatment system shall be at least 200 f
feet away from the well. divert surface runoff from adjacent areas.
(b)Mean high water mark.
(c)For all systems involving the placement of fill material,separation distances are A 8" 7. Remove all leaves,roots,plants and organic debris
measured from the toe of slope of the fill. O"-48 Medium Brown Sand
(dI Any water service line under pressure(i.e..public water supply main,household
service line,well to household service line)located within ten feet of any absorption field, No Groundwater Evident from the disposal field area.
seepage pit or sanitary privy shall be installed inside a larger diameter water main to protect
the potable water supply, N 8. All sketches are N.T.S.and dimensions only shout e
(a) Any water service lure under pressure sing public water supply main,household r/ / ��
service line,well to household service line)crossing a sewer shall be installed with one full / U /(V. used.
length of water main centered above the sewer so both water connecting Joints are as far as
possible from the sewer. Section 8.6 of the GLUMRB Recommended Standards for Water •(Percolation Tests) determined by K. 9. Inspect system components regularly.
Works,shall be followed for separation of water mains,sanitary sewers and storm sewers.
(f) The minimum separation distance between a septic tank and a community type public '
water supply well should be 100 feet. Distribution boxes and absorption facilities(e.g., Manz, P.E. on 8/27/08r �,,,..�• 10. Inspect&pump septic tank min.every 2 years.
absorption trenches/beds,seepage pits,raised systems,mound systems,etc.)should be
located at least 200 feet from Community type public water supply wells. f"'..� 11. After settlement above bed has occurred(6 mo.&after
(g) Recommended separation distances.
Highest Stabilized Rate= 3 min./inch. freezeJthaw cycle),grade by hand to enhance surface
drainage off the bed.
Incl.audible&visual alar MANHOLE COW
pP1AyM WEATHER (LOCK."
in visible location in PRDD`E"10LO vENr Lot is on municipal water.
house. to house t.7AOE , 1
OF NE
wsLUE tin R PIPE 'AL 2r r r r IF , 1 CO'OQ� �cH Ry0'A
u"�NARfaa�mm
Re rve capacity after alarm= ELIDING cause cap all downstream end&
daily ow -►E uefr 0
tARrLEVEL° 1/4"hole 0 1
----------------
137 I./dOSe LEVE DDNTFAXSWI,w discharges a of
OPFLEYEL.�---------- valve �14*�
SCH vc press. laterals ith 1/4"die.
LEVELCONrROLSWITCH check Valve Hole 5' .c.,on bottom of laterals. Northern
Maintain min.20'to Ex. House SSION
❑ Doorway
o❑ , FFP
house
FRa1 PW
gpm effluent pump to be DO NG CH MBER :F � E. Ex.s.Tank Rev. Date Description
sized for friction loss 8 _ 1 9/25/08 Added Record DW . Info.
elev. head loss(Hydromatic 20'x 30' , Q.,;
sHEF 40 or equal) Absorption Bed Rebuilt Dosing Chamber
Disposal Field , TP Approx.loc.ex.water Descri tion of Proposed Installation:
service line-locate all
U/G utilities prior to
ALTIC •4b, w construction Absorption Bed Septic System Design
(----:-- gg-M,u, Maintain min.l0'to
i' S' OUTLEi PLMVEW •.•► '
1MET =) 4, RWC property lines(type) --
1300* 4 CLIENT: HAL& DEANNA PAYNE
NOTES'. A•POMEASLESE0119 IE,IERNEIMSELDMIO MOLON COFNMOR BUMP
0-DEITFARM"Lxrg L
1 0•n DISrA1B8ML4FERALSANDUDBOT10MSW1LLSEIEEEL.
OteS: ' �° ° d °•� °' °a o Min.10'from disposal field to
a o e _, , WMAX. SITE LOCATION: 5-7 PARK VIEW AVENUE
SOM.SMA(FILL 2.N r E ® 2A, ex.water service line QUEENSBURY
1. minim of 3"of c an sand or pea gravel,or 5"of sea ed A Park View Avenue , NY 12804
a re to 0.75"-1.5' diaW0shall be placed under tank.
2.Min um tank capacity shall be as follows: •.p:•\t' AJ;/ ;•► 1:•e `'1':I'; r-Ir COUNTY OF: WARREN
tbtr As as •4A\�04••Ilea tie\si4�•e Ids"• -
-For bedrooms or less,tank shall be min. 1,000 gallons. ° "�
-4 bedr ms shall have min. 1,250 gallon tank.For eac f HPE TOWN OF: QUEENSBURY
rMW. / // /��id0% /.. S
additional room add 250 gallons.For hot tub/spa /or GROMWATM FbM,ORSIPVFAEAUSTRM
garbage grinds , rid 250 gallons to tank size for ch. 3/4"-1 1/2"AgmEDATE ENDVEw
See septic System Layout for actual#&orientation of laterals. SEPTIC SYSTEM LAYOUT PLAN KEITH R. MANZ, P.E.
Scale 1 40r 14 NORL ND CouRT SARATOGA SF R"GS,NY 12666
1ISF iFx c TANK & DOSING CHAMBER ABSORPTION BED SYSTEM
HE T 1 OF 1 DA 9/3/2008