2013-128 TOWN OF QUEENSBURY
*ors 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130128 Date Issued: Monday, August 11, 2014
This is to certify that work requested to be done as shown by Permit Number P20130128
has been completed.
Tax Map Number: 523400-239-015-0001-008-000-0000
Location: 25 WILD TURKEY Ln
Owner: PAUL & BECKY KASSELMAN
Applicant: PAUL KASSELMAN REVOCABLE TRUST
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 Q.7; 217)
4property owner of the responsibility for compliance with Site Plan, ./
fr
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
`ow 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20130128 Application Number. A20130128
Tax Map No: 523400-239-015-0001-008-000-0000
Permission is hereby granted to: PAUL KASSELMAN REVOCABLE TRUST
For property located at 25 WILD TURKEY Ln
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: PAUL KASSELMAN REVOCABLE Septic Alteration Residential
P& B KASSELMAN Total Value
237 ELM NE
P.O. BOX 87
DELMAR,NY 12054
Contractor or Builder's Name/Address Electrical Inspection Agency
MCNALLY EXCAVATION
518-251-5652
203 WEST Rd
OLMSTEDVILLE NY 12857-0000
Plans&Specifications
2013-128
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 23,2014
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Q - 'sbury; Tuesd y,April 23,2013
SIGNED BY for the Town of Queensbury.
Director of Building& Co:e ement
OFFICE USE ONLY
TAX MAP NO.41 39j5 1 PERMIT NO.
—L�4AUPERMIT FEE 4-1P°D OR G S 2013 `
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT. M
OWNER:�7 U IAA 5$e�in/4y� INSTALLER:&APO1, nn
l � LX(' L}Ud1TIQ>N
ADDRESS: 237 FL O".NE ?Oil, 57 piaartri.o ADDRESS: 203 W Q T AO QLmaTt Q lie NY/22.52
NY 12DS4 /
4`j
PHONE NOS•c 'MN )143ct- 21C°6 PHONE NOS.C.c/8, ZS) - 242
ls
LOCATION OF INSTALLATION: Z G p 1t,pTU?AKt,,r La I\I C Oo Zeros%u Zi-(
YEAR BUILT NO.OF X COMPUTATION= RESIDENCE INFORMATION:
BEDROOMS = TOTAL DAILY FLOW
1980 or older X 150 gallon per bedroom = GARBAGE GRINDER
1981 -1991 INSTALLED? rUb
X 130 gallon per bedroom =
92-present X 110 gallon per bedroom = SPA OR HOT TUB
550 INSTALLED? 41.16
PARCEL INFORMATION:
✓ TOPOGRAPHY: Flat rolling Steep slope %Slope 13A2'5
✓ SOIL NATURE: Sand ✓ Loam Clay Other
✓ GROUNDWATER: At what depth? MP
✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? 3b'1
✓ DOMESTIC WATER SUPLY: Municipal Well ✓ (If well: Water supply from any septic
system absorption is ) » ft.)
if PERCOLATION TEST: Rate is ) '' Vm'N per minute per inch.
(Test to be co pleted 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: bscp 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.
SYSTEM TYPE:
❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X
❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size?
ErALTERNATIVE SYSTEM Bed or other type? IP oQA Lo
❑ 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.
own of Queensbury Building &Code Enforcement
Office No. (518) 761r8256
Septic Inspection Report
Inspection request received: J ,
Name: f(G) g S'aA\ A Inspected on: -
Location: oZ S t ut 1ct—rt r it P y Arrive: .( �l> `pn /p.m.
Permit No.: /3 —) g Inspector's Initials:
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 lengt
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size t x
Ppne Size:Piping Size Type V
Y,64
2+/ 9
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y N
End Cap _ N
Inlet/Outlet Pipes&Bathes Y N
Manholes 12"or less below grade Y N
[provide extension collar if Yes] Y
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 provided Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use Stat :
[Approve.
pproved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
RR DatelTime 07122/2014 1135 P.001
p. 1
Bret W. Winchip Engineering P.C.
PO Box 116, 6272 State Route 9, Chestertown,New York 12817.
•
Phone: (518) 494-2555 Fax: (518) 494-2566
May 22nd, 2013 Job.No.: 12029W
Mr. Andy McNally
McNally Excavating
203 West Road
Olmstedville, NY 12857
Re: Kassehnan Property
25 Wild Turkey Lane
Queensbury,NY 12804
•
Dear Mr. McNally,
This letter is to inform you that the septic system at the above referenced property was
inspected by my office on April 16th,2013. The construction of the system was in general
accordance with the approved plans. Based on a field measurement the closest point of
the system is approximately 165'± from Lake George.
If you have any questions or need any further assistance, do not hesitate to contact me.
Sincerely,
Bret W. Winchip,NYS PE#083076
Cc: Mr. Doug McCaIl
l
F
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received: // 3
Queensbury Building &Code Enforcement Arrive: am/pm Depaam/pm
742 Bay Rd., Queensbury, NY 12804 Inspectors Initials: iep.9
V-
NAME: Yt S�(f,"-, a�rJ PERMIT NO.: 3 s
LOCATION: as tui to—142 V-1 /LN. 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 f .
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. L----:FOVAr#L°
Size ofStone
N
Seepage Pits: Number ,
Size: x _
Stone Size:
Piping Size Type
Building to tank 1
Tank to Distribution Box w Cjj "-"`
" '
Distribution Box to Feld/ Pit
Opening Sealed: —Y—N
End Cap Y— N
Inlet/Outlet Pipes&Baffles Y— N vCIZA 'c ie
Manholes 12"or less below grade —Y—N
[provide extension collar if Yes] _Y—N �- 4-34-407--+A.—
Location/Separations
Foundation to tank R ,. �
Foundation to absorption ft. � (t (/M t�` 6//—r�' Z,
Separation of Pits ft. , s� �
Conforms as per Plot Plan —Y N �L Qyc. vPC5 lZ ..
2012- 2
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
5 em Use Sta .
App
a Appro and needs to be re-inspected, please call the Building &Codes Office
Disap
L:\Pam Whiling\2010\Building Codes Forms\Irspection Fom,s\septic mon Report_03 2910.doc
W adnes *-44
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: J:30 am/pr� ,Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ¶4Q'!/
NAME: Qb,,(, PERMIT NO.: / a—/n, g
LOCATION: 4.<5 W I %d u rk e,r3 k h INSPECT ON: 1.1— ati—!3
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
Building to tank
Tank to Distribution Box I J
Distribution Box to Field/ Pit
Opening Sealed: _Y_N
End Cap Y_N /
Inlet/Outlet Pipes&Baffles Y N / 4r4
Mh[provide
112e"orlesCollbelow
rigrade TY_N 014- 4 &idn `f r'r, �
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
System Use Status:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\&iilding Codes FormsWespectlon Fonns\Septic Inspection Report_03 29 10.doc
LAKE GEORGE
PROPOSED 4 PVC SDR 35 HOUSE SEWER ° \
1/4" PER FOOT MINIMUM SLOPE \�
0 APPROXIMATE LOCATION EXISTING WASTEWATER,
PUMP SEPTAGE AND REMOVE FROM SITE OR
IF EXISTING TANKS ARE IN SOUND CONDITION,
FREE OF LEAKS AND ARE EQUAL TO OR GREATER
THAN REQUIRED CAPACITIES, THEY MAY BE REUSED_
REQUIRED CAPACITY FOR SEPTIC TANK = 2000 GALLON 1
REQUIRED CAPACITY FOR PUMP CHAMBER = 1500 GALLON
PROPOSED 2000 GALLON PRECAST CONCRETE SEPTIC TANK
PROPOSED 4" PVC SDR 35 EFFLUENT SEWER — \
1/8" PER FOOT MINIMUM SLOPE
PROPOSED 1500 GALLON PRECAST CONCRETE 1 \ \
EFFLUENT PUMP CHAMBER
EXISTING 5 BEDROOM HOUSE
PROPOSED 2" PVC SCH 40 FORCE MAIN
(OR SIMILAR 100 PSI MINIMUM RATED)
PROPOSED 6" PVC SCH 40 SLEEVE UNDER DRIVE f \ _ _ _ _ \ EXISTING WELL
EXISTING ASPHALT DRIVE / i E/i '\ TO BE ABANDONED
6►�471_9 WNW
TH
#1
TANK
0"
- 6" BROWN SANDY TOPSOIL
WELL
6"-
20" RED BROWN SAND, SOME SILT, TRACE
OF GRAVEL
20"
- 32" BROWN SAND, SOME SILT, TRACE OF
GRAVEL
32"
BEDROCK
370
32"
SEASONAL HIGH GROUND WATER
0
PERCOLATION @ 16" (ADJACENT TO TEST HOLE)
- I" / 4 MINUTES
TH
#2
0"
- 6" BROWN SANDY TOPSOIL
6"-
22" RED BROWN SAND, SOME SILT, TRACE
OF GRAVEL
22"
- 32" BROWN SAND, SOME SILT, TRACE OF
GRAVEL
32"
BEDROCK
364
32"
SEASONAL HIGH GROUND WATER
PERCOLATION @ 16" (ADJACENT. TO TEST HOLE) - I" / 4 MINUTES
TH
#3
0"
- 6" BROWN SANDY TOPSOIL
6"-
20" RED BROWN SAND, SOME SILT, TRACE
OF GRAVEL
20"
- 32" BROWN SAND, SOME SILT, TRACE OF
GRAVEL
32"
BEDROCK 1
32"
SEASONAL HIGH GROUND WATER
X
PERCOLATION @ 16" (ADJACENT TO TEST HOLE) - I" / 4 MINUTES
�(r — /NM14 72B ti__ `
40� z�— 100' FROM WELL
�36GT PROPOSED PRESSURE TREATED RETAINING WALL
OTHIS NEIGHBOR'S WATEP.
SUPPLY IS A LAKE INTAKE l� \ 200' FROM MEAN HIGH DIRECT RUNOFF AROUND SYSTEM
WATER OF LAKE GEORGE A`a DEPICTED ON SITE PLAN
\ ORIGINAL GRADE
i 3 B �1 \
V II \ }
0 100`+ TO 372 � �� � } 1 �•
NEIGHBOR' 370 `
\TH1 a 0
`..
PROPOSED TANK SEPARATION
REQUIREMENTS
370
TANK
PROPERTY LINE
BUILDING
WELL
SEPTIC TANK
10' MIN
10' MIN
50' MIN
PUMP -CHAMBER
10' -MIN— —
10' -MIN
50 MIN
368
366 �.
,1 I 364
\ 1
\ \ \ \ \
\ 362
360
o
\ \` \`\\\IiaO,M1�[MUM\ \\\\\\}\}\ \ \ GRADE TO DIRECT RUNOFF AROUND
\ \ \ \ \ \\ \ \ SYSTEM AS SHOWN
PROPOSED PURAFLO WASTEWATER ABSORPTION BED �\ \ \ \ `�\ \ \\ \ \ 00\0(p
5 CHAMBERS - 36'-3" X 16' = 580 SFIm
f �\ 1�115'IMAINIMU4 I I I I I I I 11
I III I I 1 l l\01 I IIII 1\\
I I l i I I i MI�IIMUI°11
372
Q3 PROPOSED NEW WELL LOCATION
RELEASED FOR APPROVAL
0
ADDED NOTES ABOUT DISTANCES TO NEIGHBORING WELLS
t
ADDED NOTE ABOUT EXISTING -TANKS
0 ADDED PROPOSED WELL LOCATION
NO. I DESCRIPTION
REVISI❑NS
AFTER FINAL GRADING TOPSOIL, FERTILIZE, SEED
AND STRAW MULCH ALL DISTURBED NON -SURFACED
2/17/12 ZNM BWW 7\
4/2/13 ZNM BWW Q
4/8/13 ZNM BWW I
4/18/13 ZNM BWW A
A
DATE DWN CHECKED NO
Ay
DESCRIPTION
REVISIONS
BEDROCK —
N
L•7
200' SETBACK FROM MEAN HIGH WATER
PROPOSED GRADE RETAINING WALL
STONE BED
#2 CRUSHED STONE
r— PURAFLO MODULE (TYPICAL)
ORIGINAL GRADE
DATE I DWN
3
PROPOSED GRADE
STONE BED
#2 CRUSHED STONE
PURAFLO MODULE (TYPICAL)
0
I+)
THE DESIGN PRESENTED IN THIS DRAWING IS ONLY
FOR THE CONSTRUCTION WORK SHOWN. USE OF
THIS DRAWING BY ANY OTHER ENTITY FOR ANY
OTHER PURPOSE IS A VIOLATION OF APPLICABLE
LAWS.
C` ITC I I -N f- A -17 1 /-\I% I
370
f
AROUND SYSTEM
368
SITE }PLAN!
AS DEPICTED ON SITE PLAN
366
1" _, 30,
ORIGINAL GRADE
372
364
362
370
360
f
0
AFTER FINAL GRADING TOPSOIL, FERTILIZE, SEED
AND STRAW MULCH ALL DISTURBED NON -SURFACED
2/17/12 ZNM BWW 7\
4/2/13 ZNM BWW Q
4/8/13 ZNM BWW I
4/18/13 ZNM BWW A
A
DATE DWN CHECKED NO
Ay
DESCRIPTION
REVISIONS
BEDROCK —
N
L•7
200' SETBACK FROM MEAN HIGH WATER
PROPOSED GRADE RETAINING WALL
STONE BED
#2 CRUSHED STONE
r— PURAFLO MODULE (TYPICAL)
ORIGINAL GRADE
DATE I DWN
3
PROPOSED GRADE
STONE BED
#2 CRUSHED STONE
PURAFLO MODULE (TYPICAL)
0
I+)
THE DESIGN PRESENTED IN THIS DRAWING IS ONLY
FOR THE CONSTRUCTION WORK SHOWN. USE OF
THIS DRAWING BY ANY OTHER ENTITY FOR ANY
OTHER PURPOSE IS A VIOLATION OF APPLICABLE
LAWS.
C` ITC I I -N f- A -17 1 /-\I% I
LOCATION MAP
III = 1000'+
200' SETBACK FROM MEAN HIGH WATER
RETAINING WALL
PROPOSED GRADE
VSTONE BED
#2PURAFLODMODOULE (TYPICAL) \
372
370
368
3
..
366
_.— 364
362
0 CD 0 0
SECTION
'� " (� � SEPTIC i�OT PLAN o 0 360
FIELD C I I M Y 1. I HAVE SEEN OR OBSERVED ALL CES, ETC
SUCH AS HOUSES, WELLS, TREES, FENCES, ETC TOWN OF QUE�'IJS,P"
SHOWN ON THIS DOCUMENT. I HAVE PERSONALLY BUILDING Q '. Or r j r
it = CJ w� _ MEASURF THE DISTANCE SET FORTH ON THIS DIAGRAM.
Reviewed By.
SAfURE - DATE Date:
1
Bret W. Minchip Engineering, P.C.
P.O. Box 116, 6272 State Route 9
~f Chestertown, New York 12817
Phone: (518),494-2555 Fax: (518) 494-.2566
PROJECT: SITE PLA N
NOTE:
' KASSELMAN PROPERTY
It is a violation of New York State Education Law �G
Article 145 Section 7209 for any person, unless he is ,p,�TER N,.'yCD TOWN OF GUEENSBURY
acting under the direction of a licensed professional
engineer, to alter an item in any way. If an: item 1
bearing the seal of an engineer is altered, the altering `
engineer shall affix to the item his seat and the_
no
notation "altered by" followed by his signature and the n rU*��d % THIS 'DRAWING IS THE PROPERTY OF scAtE 1" 30' _
date of such alteration, and a specific description of r�i o n �` BRET W. WINCHIP ENGINEERING, P.C. DWN. BY: ZNM DATE: 12%1712
the alteration. sF�fa�rS'��y�'y ALL DIMENSIONS AND INFORMATION IS CHWD BY: BWW DATE 12/17%12
TO BE VERIFIED BY THE CONTRACTOR PROJECT No. 12029W APPR'D.
DATE: APR 18 2013 BEFORE CONSTRUCTION. SHEET Na. 1 OF 2 REV. a
DIRECT RUNOFF
f
AROUND SYSTEM
AS DEPICTED ON SITE PLAN
ORIGINAL GRADE
372
372
370
370
368
368
366
366
—
364
364
—
362
362
} Y
�. BEDOC.
" R
.=yam
360
360.
X
LOCATION MAP
III = 1000'+
200' SETBACK FROM MEAN HIGH WATER
RETAINING WALL
PROPOSED GRADE
VSTONE BED
#2PURAFLODMODOULE (TYPICAL) \
372
370
368
3
..
366
_.— 364
362
0 CD 0 0
SECTION
'� " (� � SEPTIC i�OT PLAN o 0 360
FIELD C I I M Y 1. I HAVE SEEN OR OBSERVED ALL CES, ETC
SUCH AS HOUSES, WELLS, TREES, FENCES, ETC TOWN OF QUE�'IJS,P"
SHOWN ON THIS DOCUMENT. I HAVE PERSONALLY BUILDING Q '. Or r j r
it = CJ w� _ MEASURF THE DISTANCE SET FORTH ON THIS DIAGRAM.
Reviewed By.
SAfURE - DATE Date:
1
Bret W. Minchip Engineering, P.C.
P.O. Box 116, 6272 State Route 9
~f Chestertown, New York 12817
Phone: (518),494-2555 Fax: (518) 494-.2566
PROJECT: SITE PLA N
NOTE:
' KASSELMAN PROPERTY
It is a violation of New York State Education Law �G
Article 145 Section 7209 for any person, unless he is ,p,�TER N,.'yCD TOWN OF GUEENSBURY
acting under the direction of a licensed professional
engineer, to alter an item in any way. If an: item 1
bearing the seal of an engineer is altered, the altering `
engineer shall affix to the item his seat and the_
no
notation "altered by" followed by his signature and the n rU*��d % THIS 'DRAWING IS THE PROPERTY OF scAtE 1" 30' _
date of such alteration, and a specific description of r�i o n �` BRET W. WINCHIP ENGINEERING, P.C. DWN. BY: ZNM DATE: 12%1712
the alteration. sF�fa�rS'��y�'y ALL DIMENSIONS AND INFORMATION IS CHWD BY: BWW DATE 12/17%12
TO BE VERIFIED BY THE CONTRACTOR PROJECT No. 12029W APPR'D.
DATE: APR 18 2013 BEFORE CONSTRUCTION. SHEET Na. 1 OF 2 REV. a
66-
1
59"±
2" PVC SCH40 CAP
SAMPLING CHAMBER
53-1/2" --i 18" 1---
36'-4"
FROM EFFLUENT PUMP
--
------------------------------------------------------------ -
_
--
PUROFLO MODULE PLAN ly
SCALE: 1/4" = 1'-0"
END CAP AFTER
LAST CONNECTION
EFF. DIST. ^'^"'^
i
7'-1"
EFF. DIST. PIPING 7
WEEP HOLE t
LONGITUDINAL VIEW
TO FORCE MAIN L
PURAFLO MODULE DETAIL
Scale: 1/4" = V-0"
ARELEASED FOR APPROVAL
D
ADDED WELL DETAIL
1
Q
A
NO.
nnnnni tnin CHAMBER
59"±
FEED IN MANIFOLD'
2" PVC SCH40
(TYPICAL)
12"±
6" OF SAND, PEA
GRAVEL OR 3/4 TO
1-112" AGGREGATE T—
STONE PAD AREA
(SEE SECTION)
2" PVC SCH40 CAP
LOCATION MARKER
/-FINISHED GRADE
WATERTIGHT SEAL ALL
COVERS, JOINTS AND
PENETRATIONS
INLET ;1 II I 11
_�—PROVIDE 24" ACCESS TO GRADE. SEPTIC NOTES & OPERATION GUIDELINES:
FOR INSPECTION OF FILTER 1) WATER SUPPLY TO THE RESIDENTIAL STRUCTURES WILL BE EQUIPED WITH A WATER INTERLOCK TO
FFLUENT FILTER
PREVENT LOADING OF SEPTIC SYSTEM AND PUMP STATION DURING POWER OUTAGES.
UNITARY TEE 2) SYSTEM DESIGN BASED ON (5) BEDROOMS, 110 GAL./DAY/BEDROOM. CLIENT SHOULD CONSIDER THE
INSTALLATION OF WATER CONSERVING FIXTURES TO INCREASE LIFE OF SYSTEM.
AULKED JOINT (TYPICAL) 3) NO GARBAGE GRINDER SHALL BE PLACED IN SERVICE.
4) INFILTRATION PAD DESIGN BASED ON PURAFLO DESIGN REFERENCE MATERIAL
6" MIN WALL
THICKNESS FOR 5) EFFLUENT FILTER SHALL BE INSPECTED AND CLEANED REGULARLY PER MANUFACTURER'S MAINTENANCE
POURED IN PLACE INSTRUCTIONS'. FAILURE TO DO SO COULD RESULT IN FAILURE OF THE BIOFILTER SYSTEM. PEAT MEDIA
DESIGNED FOR MINIMUM 15 YEAR EXPECTED LIFE.
6) SEPTIC TANK SHALL BE INSPECTED YEARLY TO ASCERTAIN SLUDGE AND SCUM LEVELS. TANKS SHALL BE
PUMPED WHEN SLUDGE LEVELS REACH DEPTH OF 10" BELOW THE BOTTOM OF THE OUTLET BAFFLE OR
PRECAST OR POURED FILTER BOTTOM OR WHEN THE SCUM LEVEL IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR
CONCRETE SEPTIC TANK FILTER BOTTOM. TANKS SHALL BE PUMPED EVERY THREE YEARS AS REQUIRED REGARDLESS OF SLUDGE OR
SCUM LEVELS.
'OUTLET 7) SEPTIC TANK SIZED PER NEW YORK STATE APPROVED CRITERIA FROM TABLE 3, APPENDIX 75-A,
WASTEWATER TREATMENT STANDARDS, INDIVIDUAL HOUSEHOLD SYSTEMS.
8) OWNER OR OWNERS AGENT SHALL APPLY TO TOWN OF QUEFNSBU Y
CONCRETE SEPTIC TANK
PURAFLO DESIGN DATA
INSTALL
PURAFLO INSTALLATION NOTES:
COVER
DESIGN PERCOLATION RATE = 1-5 MINUTES/INCH*
INSPECTION REQUIREMENTS.
I. REFER TO'PURAFLO FILTRATION SYSTEMS PUMP CHARGED NON -CERTIFIED DEALER PRICING
TO GRADE
(EXTERNAL)
NTS
LIST FOR CONTRACTOR COST AND LIST OF SUPPLIED EQUIPMENT FROM PURAFLO. LISTED
MANIFOLD
DESIGN DAILY FLOW = 5 BEDROOMS X 110 GPD/BR
NOTE:
EQUIPMENT MUST BE MANUFACTURED BY PURAFLO. SUBSTITUTION OF EQUIPMENT SHALL VOID
9) IF ANY REVIEW AGENCY REQUIRES INSPECTION
DESIGN DAILY FLOW = 550 GPD-
SIGN OFF BY ENGINEER OF RECORD. SEPTIC
SYSTEM DESIGN.
GALLONS FOR 5 BEDROOMS
DESIGN APPLICATION RATE = 0.95 GPD/SF
RECORD
2. CONTRACTOR SHALL RECIEVE INSTALLATION SUPERVISION OF PURAFLO MODULES AND SET UP
USE 1250
(PURAFLO DESIGN REFERENCE MATERIAL, NYS DOH APP. 75-A)
ENGINEER OF RECORD SHALL NOT SIGN OFF
OF PURAFLO SUPPLIED EQUIPMENT UNLESS THE CONTRACTOR IS A CERTIFIED PURAFLO
USE 1000
GALLONS FOR 3 BEDROOMS OR LESS
CONNECTION DETAIL
INSTALLER. SUPERVISION SHALL BE PERFORMED BY A CERTIFIED REPRESENTATIVE FROM
HIGH TIMER OVERRIDE
EFFECTIVE LEACHING AREA REQUIRED = 550 GPD / 0.95 GPD/SF
PUMP — —
EMMONS PUMP & CONTROLS, INC., 453 NORTH PEARL STREET, ALBANY, NY 12204, OR CERTIFIED
"SJE RHOMBUS"
EFFECTIVE LEACHING AREA REQUIRED = 579 SF
20"'
FACTORY REPRESENTATIVE. THE CONTRACTOR SHALL SCHEDULE THE INSTALLATION WITH THE
BLOCK PUMP --
TIMER ENABLE
TRU-UNION 2" PVC BALL CHECK
FACTORY INSTALLATION SUPERVISOR IN A TIMELY MANOR.
N2` MINIMUM
.EFFECTIVE LEACHING AREA SUPPLIED = 36'-3" x 16'-0" = 580 SF
Ns
—6" GRAVEL
3. REPRESENTATIVE SHALL TEST AND AIDE IN ADJUSTMENT OF PURAFLO SYSTEM AT TIME OF
NOTES
*NOTE: FILL MATERIAL SHALL HAVE A STABILIZED PERCOLATION
RATE
SETUP.
BETWEEN 3-5 MINUTES/INCH VERIFIED BY INSITU TEST AT BORROW PIT AND
- SET ALARM 6" ABOVE "PUMP ON"
AFTER PLACEMENT IN BED AREA
- INSTALL POWER AND CONTROL WIRES TO CONTROLLER
LOCATED IN HOUSE
- USE 1500 GALLON SEPTIC TANK FOR PUMP CHAMBER -
8X8 P.T.
LANDSCAPE TIMBER RETAINING WALL
- PROVIDE "T" WITH GATE VALVE TO DRAIN
(TIMBERS
RATED FOR GROUND CONTACT)
END VIEW
TO PURCHASI�G PUMP(S)
(TIMBERS
SHALL BE SPIKED TOGETHER USING APP. TIMBER SPIKES @ 48" O.C. MAX)
- PROVIDE FROST PROTECTIVE SOIL COVER OVER FORCE MAIN
TO FORCE MAIN
PURAFLO PEAT FIBER BIOFILTER
(TYPICAL)(COLOR CODED AS SHOWN)
66-
1
59"±
2" PVC SCH40 CAP
SAMPLING CHAMBER
53-1/2" --i 18" 1---
36'-4"
FROM EFFLUENT PUMP
--
------------------------------------------------------------ -
_
--
PUROFLO MODULE PLAN ly
SCALE: 1/4" = 1'-0"
END CAP AFTER
LAST CONNECTION
EFF. DIST. ^'^"'^
i
7'-1"
EFF. DIST. PIPING 7
WEEP HOLE t
LONGITUDINAL VIEW
TO FORCE MAIN L
PURAFLO MODULE DETAIL
Scale: 1/4" = V-0"
ARELEASED FOR APPROVAL
D
ADDED WELL DETAIL
1
Q
A
NO.
nnnnni tnin CHAMBER
59"±
FEED IN MANIFOLD'
2" PVC SCH40
(TYPICAL)
12"±
6" OF SAND, PEA
GRAVEL OR 3/4 TO
1-112" AGGREGATE T—
STONE PAD AREA
(SEE SECTION)
2" PVC SCH40 CAP
LOCATION MARKER
/-FINISHED GRADE
WATERTIGHT SEAL ALL
COVERS, JOINTS AND
PENETRATIONS
INLET ;1 II I 11
_�—PROVIDE 24" ACCESS TO GRADE. SEPTIC NOTES & OPERATION GUIDELINES:
FOR INSPECTION OF FILTER 1) WATER SUPPLY TO THE RESIDENTIAL STRUCTURES WILL BE EQUIPED WITH A WATER INTERLOCK TO
FFLUENT FILTER
PREVENT LOADING OF SEPTIC SYSTEM AND PUMP STATION DURING POWER OUTAGES.
UNITARY TEE 2) SYSTEM DESIGN BASED ON (5) BEDROOMS, 110 GAL./DAY/BEDROOM. CLIENT SHOULD CONSIDER THE
INSTALLATION OF WATER CONSERVING FIXTURES TO INCREASE LIFE OF SYSTEM.
AULKED JOINT (TYPICAL) 3) NO GARBAGE GRINDER SHALL BE PLACED IN SERVICE.
4) INFILTRATION PAD DESIGN BASED ON PURAFLO DESIGN REFERENCE MATERIAL
6" MIN WALL
THICKNESS FOR 5) EFFLUENT FILTER SHALL BE INSPECTED AND CLEANED REGULARLY PER MANUFACTURER'S MAINTENANCE
POURED IN PLACE INSTRUCTIONS'. FAILURE TO DO SO COULD RESULT IN FAILURE OF THE BIOFILTER SYSTEM. PEAT MEDIA
DESIGNED FOR MINIMUM 15 YEAR EXPECTED LIFE.
6) SEPTIC TANK SHALL BE INSPECTED YEARLY TO ASCERTAIN SLUDGE AND SCUM LEVELS. TANKS SHALL BE
PUMPED WHEN SLUDGE LEVELS REACH DEPTH OF 10" BELOW THE BOTTOM OF THE OUTLET BAFFLE OR
PRECAST OR POURED FILTER BOTTOM OR WHEN THE SCUM LEVEL IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR
CONCRETE SEPTIC TANK FILTER BOTTOM. TANKS SHALL BE PUMPED EVERY THREE YEARS AS REQUIRED REGARDLESS OF SLUDGE OR
SCUM LEVELS.
'OUTLET 7) SEPTIC TANK SIZED PER NEW YORK STATE APPROVED CRITERIA FROM TABLE 3, APPENDIX 75-A,
WASTEWATER TREATMENT STANDARDS, INDIVIDUAL HOUSEHOLD SYSTEMS.
8) OWNER OR OWNERS AGENT SHALL APPLY TO TOWN OF QUEFNSBU Y
CONCRETE SEPTIC TANK
HAVE JURISDICTION, FOR SEPTIC PERMIT TO
INSTALL
R AND ANY OTHER ENTITY THAT MAY
SYSTEM AND SHALL BE RESPONSIBLE TO MEET ALL
COVER
2' 0 EXTENSION
INSPECTION REQUIREMENTS.
/18/13
TO GRADE
(EXTERNAL)
NTS
HYDROMATIC �SHEFI00
MANIFOLD
'
NOTE:
CONNECTION PIECE
9) IF ANY REVIEW AGENCY REQUIRES INSPECTION
AND
SIGN OFF BY ENGINEER OF RECORD. SEPTIC
USE 1500
GALLONS FOR 5 BEDROOMS
CONTRACTOR SHALL CONTACT ENGINEER OF
RECORD
1N A TIMELY MANNER TO SCHEDULE INSPECTIONS.
USE 1250
GALLONS FOR 4 -BEDROOMS
ENGINEER OF RECORD SHALL NOT SIGN OFF
ON SYSTEMS WHICH ARE INSTALLED WITHOUT INSPECTION.
USE 1000
GALLONS FOR 3 BEDROOMS OR LESS
CONNECTION DETAIL
UNION
HIGH TIMER OVERRIDE
NOTE:
PUMP — —
2 ALARM FLOAT
"SJE RHOMBUS"
REVISIONS
- INSTALL ZABEL A300-8X18VC WASTEWATER
EFFLUENT FILTER IN OUTLET TEE
- GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT
TO AN ADDITIONAL BEDROOM FOR SIZING SEPTIC TANK..
AN OUTLET GAS DEFLECTION BAFFLE AND A TWO
COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A
GARBAGE GRINDER IS INSTALLED
- INSTALL TEE IN TANK INLET AND OUTLET 16",AND 18'
BELOW LIQUID LEVEL RESPECTIVELY
DESCRIPTION
REVISIONS
EFFLUENT PUMP DETAIL
(N. T. S.)
1/17/12
"T" WITH VALVE
AND DRAIN
MODEL #
COVER
2' 0 EXTENSION
t =� _.._ a
/18/13
TO GRADE
(EXTERNAL)
'
HYDROMATIC �SHEFI00
MANIFOLD
'
JUNCTION BOX, INSTALL CONTROL
CONNECTION PIECE
`e
PANEL IN HOME
"SIE RHOMBUS"
DATE
DRILL 1/4"0 WEEP HOLE TO DRAIN
2" FORCE MAIN
INLET FORCE MAIN EVERY CYCLE
"SJE RHOMBUS"
�,
PRECAST CONCRETE SEPTIC TANK
GATE VALVE
CHECK VALVE
CONNECTION DETAIL
UNION
HIGH TIMER OVERRIDE
CHE YKED
PUMP — —
2 ALARM FLOAT
"SJE RHOMBUS"
REVISIONS
20"'
CHECK VALVE
BLOCK PUMP --
TIMER ENABLE
TRU-UNION 2" PVC BALL CHECK
AS REQUIRED
N2` MINIMUM
UBVE
Ns
—6" GRAVEL
4,-6„
NOTES
- SEAL ALL OPENINGS WATERTIGHT
EFF. DIST.
- SET ALARM 6" ABOVE "PUMP ON"
PIPING
- INSTALL POWER AND CONTROL WIRES TO CONTROLLER
LOCATED IN HOUSE
- USE 1500 GALLON SEPTIC TANK FOR PUMP CHAMBER -
WITH NO BAFFLES
TT WEEP HOLE
- PROVIDE "T" WITH GATE VALVE TO DRAIN
- CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE PRIOR
END VIEW
TO PURCHASI�G PUMP(S)
- PROVIDE FROST PROTECTIVE SOIL COVER OVER FORCE MAIN
TO FORCE MAIN
DESCRIPTION
REVISIONS
EFFLUENT PUMP DETAIL
(N. T. S.)
1/17/12
ZNM
BWW
MODEL #
COMMENTS
t =� _.._ a
/18/13
ZNM
BWW
`F `' YDROMATIC"
H
HYDROMATIC �SHEFI00
50 GPM AT 55 FT. TDH. SET UP FOR
I
EXTERNAL CONTROLS, NEMA 4X BOX
CONTROL/ALARM PANEL
"SIE RHOMBUS"
DATE
DWN
EZS PANEL - IIW114HIJ3A6A8AC10E15AI7H18A
FLOAT SWITCH
"SJE RHOMBUS"
"SIGNAL MASTER"
N.Q. SWITCH WITH EXTERNAL WEIGHT,
�
3 REQUIRED
DATE
DWN
CHE YKED
4 FLOAT BRACKET WITH MOUNT DEVICE
.DESCRIPTION
"SJE RHOMBUS"
REVISIONS
TO HOUSE
00' MIN)
A 2" ANNULUS OF NEAT CEMENT OR
BENTONITE GROUT IS REQUIRED.
REFER TO CITED PUBLICATION FOR
MINIMUM REQUIRED DEPTH OF GROUT
WATER SIPPLY WELLS SHALL BE
CONSTRU TED IN ACCORDANCE WITH
APPENDIX15-B TITLED "STANDARDS FOR
WATER WELLS"
1-11V1511tU
GRADE
PITLESS ADAPTER
SEAL CASING TO
BEDROCK
e
NOTE:
ENGINEER ASSUMES NO RESPONSIBILITY FOR SUBSTITUTIONS TO THE ABOVE EQUIPMENT WITHOUT PRIOR APPROVAL.
SUBMERSIBLE PUMP ;
11
PUMP TANK EQUIPMENT SPECIFICATIONS
ITEM
MANUFACTURER
MODEL #
COMMENTS
t =� _.._ a
_• z �',- ,t
I HP, ,230V, 1 PHASE PUMP_ SHALL DELIVER
1 `EFFLUENT PUMP t a= -
`F `' YDROMATIC"
H
HYDROMATIC �SHEFI00
50 GPM AT 55 FT. TDH. SET UP FOR
I
EXTERNAL CONTROLS, NEMA 4X BOX
CONTROL/ALARM PANEL
"SIE RHOMBUS"
SIMPLEX CONTROL PANEL (TIMED DOSE),
EZS PANEL - IIW114HIJ3A6A8AC10E15AI7H18A
FLOAT SWITCH
"SJE RHOMBUS"
"SIGNAL MASTER"
N.Q. SWITCH WITH EXTERNAL WEIGHT,
3 REQUIRED
FLOAT SWITCH BRACKET
"SJE RHOMBUS"
4FB
4 FLOAT BRACKET WITH MOUNT DEVICE
JUNCTION BOX
"SJE RHOMBUS"
JB664-2H-5R8
NEMA 4X
CHECK VALVE
"FLOMATIC"
2134T
TRU-UNION 2" PVC BALL CHECK
UNION BALL VALVE
"CAMBELL"
UBVE
2" PVC, 150 PSI
I
a WELL DETAIL
(N.T.S.)
NOT:::: IF AQUIFER MATER ENTERS WATER WELL AT A DEPTH LESS THAN ret i n c h iEngineering, . C .
50' WELL SEPARATION DISTANCES TO CONTAMINATION SOURCES MUST BE P.O. Box 116, 6272 State Route 9
INC EASED BY 50%. Chestertown, New York 12817
Phone: (518) 494-2555 Fax: (518) 494-2566
PROJECT: SITE PLAN
THE DESIGN PRESENTED IN THIS DRAWING IS ONLY NOTE: 0-a N,
KASSELMAN PROPERTY
FOR THE CONSTRUCTION WORK SHOWN. USE OF It is a -Violation of New York State Education Law � ��
icti" TOWN OF QUEENSBURY
THIS DRAWING BY ANY OTHER ENTITY FOR ANY Article under
section 7209 for any person, unless he is / f.� ✓" O
acting .under fhe direction of a licedsed professional p\i�
OTHER PURPOSE IS A VIOLATION OF APPLICABLE engineer, to alter an item in any way.' If an item
LAWS. bearing the seal of an engineer is altered, the altering ^ z-'
.engineer shall ...affix ,.to the item his seal and the . ,— {ii-- '�. 'r SCALE.: AS NOTED
"� THIS DRAWING IS THE PROPERTY OF
notation altered by" followed by his signifure and the. rn .�
date .of .such alteration, and a;. specific description. of`'J'�.'` �3;307n 5 BRET W. WINCHIP ENGINEERING, P.C. DWN. BY: ZNM DATE: 12/17/12
the alteration. 1.01, ww
ALL DIMENSIONS AND ' INFORMATION IS CHWD BY: BWW DATE 12/17/12
l TO BE VERIFIED BY THE CONTRACTOR PROJECT NO. 12029W APPR'D.
DATE: APR 18 7013 BEFORE CONSTRUCTION. SHEET NO. 2 OF 2 REV.
d