SEP-0590-2022 -.: SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION ___ it#: Sc—i �`��0. 2@ z2—
NNBUILIZone?
Town of Qycensbury r it Fee:$742 Bay Road,Queensbury,NY 12804
o ce#: 2D
P:518-761-8256 www.gueensbury.net t c VarianFeNo Zone?Wetlands? Reviewed By:
Project Location: 61 Seelye Road
Tax Map #: 227.17-1-32
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) ❑ 0
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 3 110 330 Installed? (choose one) ❑ El
PARCEL INFORMATION:
Topography ❑■ Flat Rolling ❑ Steep Slope % Slope
Soil Nature Sand ❑ Loam ❑ Clay ❑ Other, explain:
Groundwater At what depth? >6'
Bedrock/Impervious material At what depth? ?6'
Domestic Water Supply ❑ Municipal ❑ Well #Lake
(if well or lake, water supply from any septic system absorption is
>100' ft.)
Percolation Test Rate: 3 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size 1.000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub
System Absorption field w/#2 stone Total length ft.; Each Trench ft.
Seepage Pit w/#3 stone How many: ; Size:
Alternative System Bed or other type: ElienGSF Pressurized distribution trenches
Holding Tank System Total required capacity? ; tank size ;
# of tanks
Septic Application -- Revised July 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Darwin Delappa
Mailing Address, C/S/Z: 61 Seelye Road Queensbury NY 12804
Cell Phone: 518-656-3035 Land Line:
Email: delappad@gmail.com
• Primary Owner(s):
Name(s): c.
Mailing Addre , C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): Chris Crandall
Contractor Trade. Excavation
Mailing Address, C/S/Z: 63 Woodchuck Hill Rd Queensbury NY 12845
Cell Phone: Land Line: 518-793-0431
Email: chriscrandalldigs@gmail.com
"Workers' Comp documentation must be submitted with this application"
• Engineer(s):
Name(s): Environmental Design Partnership
Mailing Address, C/S/Z: 900 Route 146 Clifton Park NY 12065
Cell'Phone: Land Line: 518-371-7621
Email: dmacelroy@edpllp.com
Contact Person for Compliance in regards to this project: Dennis Macelroy
Cell Phone: Land Line: 518-792-8200
Email: dmacelroy@edpllp.com
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon
any material representation 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 and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
PRINT NAME:
SIGNATURE: DATE: 9 za 2Z,
Septic Application Revised July 2022
TOWN OF QUEENSBURY
742 Bay Road, Queensbunj, NY. 12804-5902
Septic System Checklist
�IdPlan to scale
rr
alN�Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and
ND
Arch June 30 to April 15 Town Engineerfor unapproved Engineers and Architects)
All wells on property and adjacent properties shown `
1� YNater line shown Municipal or well 10'separation to any part of system
etback to property lines show 10'or more for any part of system
�A Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline
4,k--Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
for 0',Separation required (field verification required)
Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
I(iLeech Field 20'from foundation 100'from any well 10'from water line
�ii,
l�Seepage pit 150'from well 50'from septic tank
Seepage Pits 3-times diameter apart
14 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
4 distance from bottom of trench or system 24"to bedrock or mottli 36"wit in 1000'of Lake George
16 Leech field 100'from watercourse or wetland
16oe of mound or bottom of retaining wall 10'from property line 100'from well 20'from
Foundation
Viprovide Engineer/Architect stamp for bed or design systems
ADepartment of Health Approval for all mobile home park new systems Flood Plain requirements
2'above established flood elevation to bottom of system
�AII tanks anchored or 2' above flood elevation
v.%r;vPA An Cmmi
SRE LOCATION
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MAP REFERENCE:
THE PARCEL BOUNDARY AND EAIS71NG COND17701VS WERE OBTAINED FROM MAP
EN717LED "MAP OF A SURVEY MADE FOR DARWIN DELAPPA CMIHIA J.
DELAPPA" BY VAN DUSEN & SIEVES LAND SURVEYORS DATED AUGUST 11, 2014
SOIL DATA
THE FOLLOWING SOIL ANALYSIS DATA WAS PREPARED BY THE
ENVIRONMENTAL DESIGN PARTNERSHIP ON ✓ULY 20, 2022.
O.-B. TOPSOIL
8"-48" LIGHT BROWN/GREY SILTY SAND
48"-72" DARK BROWN FIRM SILTY SAND SOME FINES
NO SEASONAL HIGH GROUND WATER OBSERVED
O"-12" TOPSOIL
12"-36" LIGHT BROWN/GREY SILTY SAND
36"-60" DARK BROWN FIRM SILTY SAND SOME FINES
NO SEASONAL HIGH GROUND WATER OBSERVED
PERCOLATION RATE
PT#1 - STABILIZED RATE OF 2 MIN 30 SECONDS
PT#2 - STABILIZED RATE OF 3 MIN 15 SECONDS
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SITE VICINITY MAP
SCALE: 7' - 200'
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EXISTING
CONDITIONS
SHEET NO.
1 of 3
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RFGULATORY AUTHORITY TOWN OF QUEENSBURY
DESIGN5L02AE22 NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD JY57EM. TOWN OF
QUEENSBURY WASTEWATER ORDINANCE 1979.
WATER SUPPLY FOR 7H/S RESIDENCE IS SUPPLIED FROM LAKE GEORGE.
PROJECTED FLOWRATE BASED ON A THREE (3) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM,
THE AVERAGE DAILY FLOW (ADF) /S 330 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW' TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE
REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST
BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF 7HE HOUSE DESIGN.
SEPTIC TANK: DESIGN CAPACITY- 1,000 GALLON (MINIMUM). A 1,000 GALLON SEPTIC TANK AND A 1,000 PUMP TANK IS PROPOSED FOR THE EXISTING RESIDENCES.
PUMP TANK AND CONTROLS. THE PUMP TANK SHALL BE A 1,000 GALLON PRECAST CONCRETE TANK BY UTOPIA ENTERPRISE OR EQUAL. THE PUMP ASSEMBLY SHALL CONSIST OF
DUPLEEX EFFLUENT PUMP BY GOULDS PUMP (MODEL SERIES 3885) OR EQUAL WITH A TIME DOSE SYSTEM. THE CONTROL PANEL SHALL BE LOCATED AT A LOCATION AS
DETERMINED BY THE OWNER, POSITIONING OF THE CONTROL FLOATS SHALL BE COORDINATED WITH THE DESIGN ENGINEER.
ABSORPTION FIELD SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A 56 LF (MIN.) ELJEN GSF TRENCH CONFIGURATION DISPERSAL SYSTEM K17H TWO (2) LATERALS AT 32
LF (8 MODULES) EACH, 64 LF TOTAL AND 16 TOTAL ELJEN MODULES
ELJEN GSF PRESSURE DISTRIBUTED
TRENCHES, TWO (2) AT 32 LF EACH, 8
MODULES EACH, 16 MODULES TOTAL
it N78�3 30 E
53,59
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THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH THE
ELJEN GSF DESIGN AND INSTALLAT70N MANUAL
DESIGN PERCOLATION RATE = 1-5 MIN/IN
TOTAL BEDROOM COUNT = 3
DESIGN FLOW = 1101GALIDAY/BR
= 110 X 3 = 330 GAL/DAY
APPLICATION RATE = 1.20 GAL/DAY/SF
REQUIRED TRENCH LENGTH = 60 LF
REQUIRED MODULES PER SYSTEM= 15 TOTAL
PROPOSED 77?ENCH LENGTH = 64 LF (2 - 32 LF)
PROPOSED MODULES TOTAL SYSTEM = 16 GSF MODULES
FORCE MAIN - 1.5" PVC
ELEVATION HEAD - 7'
MANIFOLD DIAMETER - 1.25"
DISTRIBUTION LATERAL - 1.25"
ORFICE SIZE - ? -
ORFICE SPACING - 4'
PUMP OPERATING POINT 14.8 GPM AT 12.4 FT HEAD
LANDS N/F OF
ROBERT & PATR/pA END
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GllnEl1^6 an*TARY NOTES:
,. MAINTAIN t SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
EXISTING 9EI 1 PRIOR TO CONSTRUCTION.
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET.
3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET.
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET.
5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET.
6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE.
7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER):
A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION.
B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL
C) PRIOR TO BACKFIWNG BED AREA.
D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM.
8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2- DIAMETER.
9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL
SURFACES.
10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE
ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS.
11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO
BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS.
12. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM.
13. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.
14. AS PER NEW YORK STATE INDUSTRIAL CODE 53, CALL 1-800-952-7962 TO LOCATE BURIED CABLES, OR OTHER
UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING. EXCAVATING,
DRIVING POSTS, ETC.
4* OR . PIPE
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SPACING FOR CSIRBUIION
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ORFICE HOLES TO BE AT THE
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PRIOR TO CONSTRUCTION
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NOT Tp SCALE
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CONCRETE: 4000PSI
REINFORCEMENT. ASTM A615—GRADE 60
ASTM A185—GRADE 65
ENRAINED AIR: 5.OX-9.OX
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24" TAPERED HOLE do
PLUG (TYPICAL)
1000 GAL.
5,_04.
THE SLOPE OF THE INLET
PIPE BETWEEN THE
RESIDENTIAL UNIT AND THE
SEPRC TANK TO BE Y' PER
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1000 GAL.
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UGH DENSITY POLYETHYLENE
PIPE SEALS PROVIDED AT ALL PIPE
CONNECTIONS SHOWN.
*TANK
SIZE
WEIGHTS, LBS
GALLONS
TOP SLAB
BOTTOM
TOTAL
1000
2173
7436
1 9009
*INCLUDES BAFFLE
1,000 GALLON SEPTIC TANK
NOT Tp CALE
30' FRAME AND COVER TO BE
HEAVY DUTY PLASTIC FRAME AND
COVER ASSEMBLY BY POLYLOK
FIX FLOAT BRACKET OR EQUAL
TO TOP OF TANK OR
RISER SECTION
NOTE
-ALL PIPE CONNECTIONS TO USE
PRESSURE FITTINGS
-CONTROL PANEL TO BE A TIME
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-FLOAT SETTINGS TO BE DETERMINED
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TO CONTROL PANEL
AT HOUSE -SEE NOTE
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CRUSHED STONE BACKFILL TO
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900 Route 146 Clifton Park, NY 12065
(P) 518.371.7621 (F) 518.371.9540 edpllp.com
August 29, 2023
Town of Queensbury Building & Codes
742 Bay Road
Queensbury, NY 12804
Attn: John O’Brien, Director
Re: Delappa Residence – 61 Seeyle Road
Dear Mr. O’Brien:
In compliance with application approvals granted by the Town of Queensbury I offer the following regarding
the referenced project.
The design plans, prepared by this office, reviewed and approved by the Town as associated with the
wastewater system application, are as follows:
Proposed Wastewater Improvements For Delappa Residence
61 Seeyle Road, Town of Queensbury
September 20, 2022
Sheet 1- Existing Conditions
Sheet 2- Wastewater Plan
Sheet 3- Wastewater Details
During the course of construction Environmental Design Partnership LLP was on the job site to observe key
components of the system installation on August 7th, 9th and 10th of 2023. I have provided an ‘as-built’ plan
which indicates the system component locations, in accordance with the approved Town plans.
Based on my inspection of the system installation it is my opinion that the wastewater system is in
compliance with the intent of the approved design plan and is ready for operation.
Sincerely,
Connor DeMyer, Project Engineer.
Attachment
Cc:
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EXISTING
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SLATE
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WASTEWATER
PLAN
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E
N
C
E
WA
R
R
E
N
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
TA
X
M
A
P
.
N
o
.
2
2
7
.
1
7
-
1
-
3
2
90
0
R
o
u
t
e
1
4
6
C
l
i
f
t
o
n
P
a
r
k
,
N
e
w
Y
o
r
k
1
2
0
6
5
ed
p
l
l
p
.
c
o
m
(5
1
8
)
3
7
1
-
7
6
2
1
E
N
V
I
R
O
N
M
E
N
T
A
L
D
E
S
I
G
N
P
A
R
T
N
E
R
S
H
I
P
,
L
L
P
.
1/4" in field - cd
N.T.S.
WASTEWATER
DETAILS
3 of 3
PR
O
P
O
S
E
D
W
A
S
T
E
W
A
T
E
R
I
M
P
R
O
V
E
M
E
N
T
S
F
O
R
61
S
E
E
L
Y
E
R
O
A
D
TO
W
N
O
F
Q
U
E
E
N
S
B
U
R
Y
SE
P
T
E
M
B
E
R
2
0
,
2
0
2
2
DE
L
A
P
P
A
R
E
S
I
D
E
N
C
E
WA
R
R
E
N
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
TA
X
M
A
P
.
N
o
.
2
2
7
.
1
7
-
1
-
3
2
90
0
R
o
u
t
e
1
4
6
C
l
i
f
t
o
n
P
a
r
k
,
N
e
w
Y
o
r
k
1
2
0
6
5
ed
p
l
l
p
.
c
o
m
(5
1
8
)
3
7
1
-
7
6
2
1
E
N
V
I
R
O
N
M
E
N
T
A
L
D
E
S
I
G
N
P
A
R
T
N
E
R
S
H
I
P
,
L
L
P
.
S89°10'05"W
56.28'
L=3
6.
6
4
R=3
0
.
0
0
S86°07'42"W
30.05'
N
1
4
°
1
9
'
0
0
"
W
7
6
.
5
5
'
N78°37'3
0
"
E
53.59'
S83°00'00"
E
185.00'
S88°37'28"W
105.00'
S1°51'11"E
76.19'DECK
SLATE
PATIO
CONC
12" CMP
1" = 20'
WASTEWATER
ASBUILT
1 of 1
PR
O
P
O
S
E
D
W
A
S
T
E
W
A
T
E
R
I
M
P
R
O
V
E
M
E
N
T
S
F
O
R
61
S
E
E
L
Y
E
R
O
A
D
TO
W
N
O
F
Q
U
E
E
N
S
B
U
R
Y
SE
P
T
E
M
B
E
R
2
0
,
2
0
2
2
DE
L
A
P
P
A
R
E
S
I
D
E
N
C
E
WA
R
R
E
N
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
TA
X
M
A
P
.
N
o
.
2
2
7
.
1
7
-
1
-
3
2
90
0
R
o
u
t
e
1
4
6
C
l
i
f
t
o
n
P
a
r
k
,
N
e
w
Y
o
r
k
1
2
0
6
5
ed
p
l
l
p
.
c
o
m
(5
1
8
)
3
7
1
-
7
6
2
1
E
N
V
I
R
O
N
M
E
N
T
A
L
D
E
S
I
G
N
P
A
R
T
N
E
R
S
H
I
P
,
L
L
P
.
ASBUILT MAPPING 8/29/2023