2001-358 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: P20010358 Date Issued: Friday, November 02, 2001
This is to certify that work requested to be done as shown by Permit Number P20010358
has been completed.
Tax Map Number: 523400-227-018-0001-008-000-0000
Location: 10 FISHING HOLE Loop
Owner: D. BROOKS TEELE
Applicant: D. BROOKS TEELE
This structure may be occupied as a:
By Order of Town Board
Septic Alteration Residential TOWN OF QUEENSBURY
4
Director of Building&Code Enforcement
, TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20010358 Application Number: A20010358
Tax Map No: 523400-019-000-0001-032-001-0000
Permission is hereby granted to: D. BROOKS TEELE
For property located at: 10 FISHING HOLE Loop
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: D. BROOKS TEELE Septic Alteration Residential
P.O. BOX 37 Total Value
KATTSKILL BAY,NY 12844
Contractor or Builder's Name/ Address Electrical Inspection Agency
CRANDALL EXCAVATING
Plans &Specifications
2001-358
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$25.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday,June 05,2003
(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 of9uee�' u ; ' es i r . ne 05,2001
SIGNED BY fl \ for the Town of Queensbury.
Director of Building&Code Enforcement
•
• ' Application for Permit—Septic Disposal System
•7own of Queensbu►y 742 Bay Rood Queelrsbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
F��a��rtcs�Hor� 1�0� Office Use
Location of installation: ocF of iZ•- r_err %4&ct, t�oi )• Q
Tax Map No. Ici ,/ I / v�
L� Filo Permit No. 3 V
1—
• Fee Paid _ 6 UfiI
°vizier's Name: 3) 'i�aZcwK EE t_E
Address: 10 14e,Le. Los?
K►Trze,KILL_ 4ro TIY iz- 4
2. • INSTALLER'S NAME : Ey.c.A jATt PAC& PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate II bedroom(s) and multiply i1fv) F I E
bedrooms with applicable_gallons per bedroom to equal total daily flo ' �
J U N 01 2001
'Year of House: No. of Bedrooms x Computation = Total Daily Flow TOWi, OF OUl=ENssuoa
• BUILDING AND CODE
1980 or older x 150 gal/bdnn = "
1980- 1991 _____ x 130 gal/bdrm = 3c1 Q
1991 -present x 110 gal/bdrm =
ti= E2 Tc - tcag . A1+4.
Garbage Grinder Installed yes . / no V
Spa or Whirlpool Installed yes / no ✓ —ro Acces?t-moto r
4. PARCEL INFORMATION: (circle applicable information & indicate measurements)
•
.. . uwl •' s tu.tQ Q.C9.Untl Wnl,9r. _ 9(IroGk,Ar_JiiipotYiol! P.4Qr�!ill_._nomostic_W�LQ!.►5ip1!ly
Otifiri, al wind depth al rrh4rl'rlirj,rh municipal
Rolling . 4- fuel 3t*-feel well
Sleep slope clay c if well; water supply
%slope oilier from I ILL_ c�Y -M i�-�z. E� To fro any septic-systelil
_� ►oI- T rde d:
absorption is fl.
corei. -rE.D5 -c, V � �ASZ*Ttrae L m�To T'other. LAKE
rco atlon fast: o e completed try licensed prl fesslvna!engineer or architect)
Rale, I5 minute per inch — •EEF.E;z -To i)E.-",te ri t'�,._,+4t-1.
TE -r Gorki Er S-t I-oI erw 14A-T i LDE �o tL� t'�jEtt�4 UL�£� Fau-TO
-5Y H»t c. ,c-€EVPFtw -r-"1-ET>h
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by n licensed
professional engineer or architect (unless installed in a Planning hoard approved sulxlivision). Add 250 gallons to the sin
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
Septic Tank: 02,000 gallon (min, size 1,000 gal.) - " -1100O GltL r-fti.`TAt rt.t--Dem%E''
Tile Field: each trench f!. Total Systorn Length: fl.
'Seepage Pit(s): number of size of each: f!. by 11.
Size of Stone to be used; 1! / depth or thickness Ji'et
$Bed System Size: IC) x pAA.N a �At8 EAG-1t
9 Co -Tart-AL
Alternative System: length and/or size
6.. HOLDING TANK SYSTEM: (if required)
Number of tanks: . / Size of each: gallons /TOTAL Capacity: gallons •
Note: Alarm System and associated eioctricai_work_rust.be.inspected_by_a.Town_approved -
electrical inspection agency.
• 7, SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read)
For your protection, please noto that pursuant to Section 136-29 of the Code of the Town
of Quoonsbury, any permit or approval granted which is based upon or is granted in
rolianco 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 rend the regulations with respect to this application and agree to abide by those end all
requirements of the Town of Quecusbury Sanitary Sewage Disposal Ordinance.
•
S gn‘)11.4e.01144.
of responsible person to •
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. e(
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No. �^�%,�Cerrt. NO 7 3 5 2 4 Cut-in Card No.
Owner / rr�-e ,60-
Location . / 7/J G 70 L r. 0 p
�A�`
Installation Consisting of..S t�� �� � 1JY2JG g''5 merZ6
Installed By 9`e A' Lic.No.
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of makin ections at any time, and if its
rules are violated,the Company shall have the right to revoke thi ertif ate.
Date //—Z / INSPECTORMember N.F.P.A..I.A.E.I.
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 Bay Road : ,n\
Queensbury NY 12804 U(J
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name ' 1 G c.&
Location F=i3k) n 1--,o6- 1--6'60
Date tb 151 IS ( Permit # 0 (---71)13
SOIL TYPE: Sand-Loam-Clay-
Results of Percolation Test-
(if applicable) Rate-Minute/Inch
TYPE OF SYSTEM:
ABSORPTION FIELD: Tot.l Length
Length of each tr-nch
Depth of trenches
Size of stone
SEEPAGE PITS: Nu• ber-
Size - ft x ft.
Stone sib
PIPING: Size Type
Bldg. to Tank
rbile Tank to Dist. Box - 54-715
Dist. Box to Field '
Openings Sealed? , No Partial
LOCATION/SEPARATIO •
Foundation to Tank feet
Foundation to Absorttion . feet
Separation of Pits . eet
Conforms as per P10 P1 an es No
LOCATION OF SYSTEM IN PROPERT .
(circle one)
Front - Rear - Left bide - Right Side
Middle Front - Middl : Rear
COMMENTS: .
✓& p. Ai4 C - ,
L, . ( C / °K
r)oc -p re-Si 0K-
SYSTEM.USE APPROVED: YES NO
Arrived:
Departed: _.'/S /
Building Inspector
TOWN OF QUEENSBURY
B ILDING & CODE ENFORCEMENT
742 Bay Road
Queensbury NY 12804
(518) 761-8256
SEPTIC DISPOSAL SYSTEM INSPECTION
Name 1 C��6:
Location PLo- '&Uo6
Date __ 2-5 v/ Permit # O f - 35-8
SOIL TY • -nd- oam-Clay-
Results o Percolat,"on Test-
(if applica le) Rate- inute/Inch
TYPE OF SYST :
ABSORPTION FIE : Total Lengths /?6
Length of each t ench r. .
Depth of trenches 1
Size of stone �cL "C .
SEEPAGE PITS: Numbe, -
Size - ft. x ft.
Stone size
PIPING: ize Type
Bldg. to Tank
Tank to Dist. Box z
—7,.'\
Dist. Box to Field/P" A • _
Openings Sealed? Yes No . artia !
LOCATION/SEPARATIO` •
Foundation to Tank -et
%42Foundation to Absorptions ZLi-/y.fe-t . .
Separation of Pits __ feet
Conforms as per Plot Plan 4110, No
LOCATION OF SYSTEM ON PROPER .
(circle n:
Front Rear - Left Side - Right Side
Middle -. t - ddle Rear
COMMENTS: �(A.c.._
156e_ aNC y. . . Calk l d rci-
-(2
SYSTEM.USE APPROVED: • YES NO
Arrived: f ,
Departed: /AIL
cylL,,
Building Inspector
�--DEL — LYtT
Wastewater Disposal System: Basis'of Design
The existing Teele residence is a three(3)bedroom home served by a holding tank
system installed in approximately 1988 when the pre-existing camp was renovated.
Evidently, at that time the applicable setback standards precluded the placement of
a conventional absorption system.The holding tank system installed consists of
three(3)- 1000 gallon precast concrete tanks in series located in a lawn area just east
of the house. This plan proposes a replacement system in compliance with the Town
of Queensbury On-Site Sewage Disposal Ordinance—Chapter 136. With the
approval of the Eljen In-Drain system by the New York State DOH(March 1999)an
absorption system requiring less area can be installed on this site and still meet the
current setbacks to neighboring wells,property lines, and the shoreline of Lake
George. The system as proposed herein consists of reuse of two of the holding tanks
as the septic tank, a duplex pump pit and a fill absorption field using Eljen In-Drain
units. This replacement system will meet all setback requirements and will comply
with today's standards for hydraulic capacity and material specification.
Hydraulic Loading: 550 gallon per day system design
With a daily flow based on 110 gallons/day/bedroom the system could
accommodate a five(5)bedroom home. As it exists the residence has 3
bedrooms.
Soils Analysis: Raised(Fill) System
The proposed replacement system will be a raised(fill)system at a location
meeting the Town of Queensbury standards (100' min.)from the lake. The
actual absorption field location (300') would also satisfy the lake setback
distance even if this was considered a new system. In consideration of the fill
system standards three test holes within the area of the proposed absorption
field indicate conditions suitable for a fill system,i.e.-three(3') feet of naturally
occurring soil exists above an impervious layer or seasonally high groundwater.
The soils consisted of 24" to 27" of sand to sandy-silt material before
encountering a silty soil to 36" and deeper. One of the holes had evidence of
• water at 25". There was no evidence of mottling in any of the holes within the
15" to 18" of sandy loam. It is proposed that the sand to sandy-silt soils will be
supplemented with 24"of specified fill soil(thus meeting the 3' separation
requirement)to be placed so that it will stabilize prior to the installation of the
Eljen bed system.
Percolation Tests: Native soils
Two(2)perc tests were conducted within the native soils in the area of the
proposed field. Results were a stabilized rate of 5 minutes/inch for PT#1 and
15 minutes/inch for PT#2. The fill soils will no doubt have a perc rate of 5
minutes/inch but as this raised (fill)system is using the native soils in part for the
treatment zone the design is based on a perc rate of 11 -15 min./inch.
Q/a
Design Criteria:
Septic Tank size: Minimum size for a five bedroom design is 1500 gallons as per
NYS Dept. of Health standards. The proposed tank is a combined 2000 gallon
capacity with two 1,000 gallon tanks in series.
Effluent Pump Station: The system will require a duplex effluent pump system
capable of 6 gpm at 15' TDH. The pump pit shall be a precast concrete
structure(or approved equal)with the control panel wired for placement within
the house. An audible alarm shall be provided with the controls. The dosing
volume of the pump cycle shall be equal to 75 to 100% of the force main and
distribution pipe capacity. This volume is calculated to be approximately 85
gallons. Set pump controls to pump 80±gallons per cycle. Pump will operate
approximately 7 cycles per 'design flow' day. The third existing 'holding tank°
will be connected by a 4" PVC pipe to the pump pit to serve as an overflow tank.
This will allow the pump pit to be sized for the dosing volume while the overflow
tank can handle emergency storage.
Force Main: Piping to be 1'h" HDPE pipe to a distribution box at the raised
system site. The force main shall self drain back to the pump pit upon pump
shutdown.
Raised Disposal Field: The system shall consist of'Eljen In-Drain units: Type
B', installed in a bed configuration within the stabilized fill soils. The daily flow
rate of 550 gallons requires 961f of Eljen Type B units at the design application
rate. Use 2 runs of 481f each in a bed configuration to total 961f of Eljen units.
The separation distance between the Type B units shall be 2'. The area required
for this absorption field shall be approximately 10' x 50'.
SITE LOCATION MAP
SCALE: 1" = 2,000'
7000 GAL HEAVY DUTY STRUCTURE TO BE SUPPLIED BY
THE FORT MILLER CO. OR APPROVED EQUAL
SEE DESIGN NOTES FOR PROBE SETTINGS
PUMPJ 'D" GALVANIZED- i
(SEE SPECS) MALE N.P.T.
OUTLET OSP J3 DISCHARGE
TO OVERFLOW CONNECRON
PIPE \
NOTE 11, ALL DIMENSION ARE APPROXIMATE AND ARE NOT TO BE USED FOR
CONSTRUCTION PUPOSES
N07E JZ VERIFY NTH FACTORY THAT THE PUMP BOND APPLIED IS
DIMMENSIONALLY SUITABLE FOR USE V4774 THIS SYSTEM IN THE
DIAMETER AND DEPTH REQUIRED.
PUMP INSTALLATION
DETAIL
NOT TO SCALE
GENERAL SANI TAR Y NOTES,
1. MAINTAIN 700' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL.
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS
PRIOR TO CONSTRUCTION.
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL
BE 10 FEET.
3. MINIMUM SEPARATION BETWEEN EDGE OF BED AND BUILDINGS SHALL
BE 15 FEET.
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF BED
OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET.
5. MINIMUM SEPARATION BETWEEN 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 ABSORPTION FIELD CONSTRUCTION.
B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL.
C) PRIOR TO BACKFILLING BED.
D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM.
8. CONCRETE SAND SHALL BE A MEDIUM TO COARSE SAND WITH AN
EFFECTIVE SIZE OF 0.25 TO 2.0 MM AND NO MORE THAN 5% PASSING
A #200 SIEVE.
9. WHEN THE BED AREA HAS HAVE 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 FIELD SYSTEM TO PREVENT UNDESIRABLE COMPACTION
OF THE SOILS.
11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE
DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5
FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT).
12. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO
THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE.
ADEQUATE PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND
PROVIDE ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX.
13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE
DISTRIBUTION LINES SHALL BE TIGHT JOINT CONSTRUCTION LAID ON
UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS
LENGTH.
14. 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.
15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES
SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM.
16. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE
AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.
17. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL
1-800-962-7962 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.
WASTEWATER DISPOSAL SYSTEM. BASIS OF
THE EXISTING TEELE RESIDENCE IS A THREE (3) BEDROOM HOME SERVED BY A HOLDING TANK
SYSTEM INSTALLED IN APPROXIMATELY 1988 WHEN THE PRE-EXISTING CAMP WAS RENOVATED.
EVIDENTLY, AT THAT TIME THE APPLICABLE SETBACK STANDARDS PRECLUDED THE PLACEMENT OF
A CONVENTIONAL ABSORPTION SYSTEM. THE HOLDING TANK SYSTEM INSTALLED CONSISTS OF
THREE(3) - 1000 GALLON PRECAST CONCRETE TANKS IN SERIES LOCATED IN A LAWN AREA JUST EAST
OF THE HOUSE. THIS PLAN PROPOSES A REPLACEMENT SYSTEM IN COMPLIANCE WITH THE TOWN
OF QUEENSBURY ON -SITE SEWAGE DISPOSAL ORDINANCE - CHAPTER 136. WITH THE
APPROVAL OF THE ELJEN IN -DRAIN SYSTEM BY THE NEW YORK STATE DOH (MARCH 1999) AN
ABSORPTION SYSTEM REQUIRING LESS AREA CAN BE INSTALLED ON THIS SITE AND STILL MEET THE
CURRENT SETBACKS TO NEIGHBORING WELLS, PROPERTY LINES, AND THE SHORELINE OF LAKE
GEORGE. THE SYSTEM AS PROPOSED HEREIN CONSISTS OF REUSE OF TWO OF THE HOLDING TANKS
AS THE SEPTIC TANK, A DUPLEX PUMP PIT AND A FILL ABSORPTION FIELD USING ELJEN IN -DRAIN
UNITS. THIS REPLACEMENT SYSTEM WILL MEET ALL SETBACK REQUIREMENTS AND WILL COMPLY
WITH TODAY'S STANDARDS FOR HYDRAULIC CAPACITY AND MATERIAL SPECIFICATION.
HYDRAULIC LOADING: 550 GALLON PER DAY SYSTEM DESIGN
WITH A DAILY FLOW BASED ON 110 GALLONS/DAY/BEDROOM THE SYSTEM COULD
ACCOMMODATE A FIVE (5) BEDROOM HOME. AS IT EXISTS THE RESIDENCE HAS 3
BEDROOMS.
SOILS ANALYSIS: RAISED (FILL) SYSTEM
THE PROPOSED REPLACEMENT SYSTEM WILL BE A RAISED(FILL) SYSTEM AT A LOCATION
MEETING THE TOWN OF QUEENSBURY STANDARDS (100' MIN.) FROM THE LAKE. THE
ACTUAL ABSORPTION FIELD LOCATION (300) WOULD ALSO SATISFY THE LAKE SETBACK
DISTANCE EVEN IF THIS WAS CONSIDERED A NEW SYSTEM. IN CONSIDERATION OF THE FILL
SYSTEM STANDARDS THREE TEST HOLES WITHIN THE AREA OF THE PROPOSED ABSORPTION
FIELD INDICATE CONDITIONS SUITABLE FOR A FILL SYSTEM, I.E.- THREE (3) FEET OF NATURALLY
OCCURRING SOIL EXISTS ABOVE AN IMPERVIOUS LAYER OR SEASONALLY HIGH GROUNDWATER.
THE SOILS CONSISTED OF 24" TO 27" OF SAND TO SANDY -SILT MATERIAL BEFORE
ENCOUNTERING A SILTY SOIL TO 36" AND DEEPER. ONE OF THE HOLES HAD EVIDENCE OF
WATER AT 25 THERE WAS NO EVIDENCE OF MOTTLING IN ANY OF THE HOLES WITHIN THE
15" TO 18" OF SANDY LOAM. IT IS PROPOSED THAT THE SAND TO SANDY -SILT SOILS WILL BE
SUPPLEMENTED WITH 24"OF SPECIFIED FILL SOIL (THUS MEETING THE 3' SEPARATION
REQUIREMENT) TO BE PLACED SO THAT IT WILL STABILIZE PRIOR TO THE INSTALLATION OF THE
ELJEN BED SYSTEM.
PERCOLATION TESTS: NATIVE SOILS
TWO (2) PERC TESTS WERE CONDUCTED WITHIN THE NATIVE SOILS IN THE AREA OF THE
PROPOSED FIELD. RESULTS WERE A STABILIZED RATE OF 5 MINUTES/INCH FOR PT#1 AND
15 MINUTES/INCH FOR PT#2. THE FILL SOILS WILL NO DOUBT HAVE A PERC RATE OF 5
MINUTES/INCH BUT AS THIS RAISED (FILL) SYSTEM IS USING THE NATIVE SOILS IN PART FOR THE
TREATMENT ZONE THE DESIGN IS BASED ON A PERC RATE OF 11 - 15 MIN./INCH.
DESIGN CRITERIA:
SEPTIC TANK SIZE: MINIMUM SIZE FOR A FIVE BEDROOM DESIGN IS 1500 GALLONS AS PER
NYS DEPT. OF HEALTH STANDARDS. THE PROPOSED TANK IS A COMBINED 2000 GALLON
CAPACITY WITH TWO 1,000 GALLON TANKS IN SERIES.
EFFLUENT PUMP STATION: THE SYSTEM WILL REQUIRE A DUPLEX EFFLUENT PUMP SYSTEM
CAPABLE OF 6 GPM AT 15' TDH. THE PUMP PIT SHALL BE A PRECAST CONCRETE
STRUCTURE (OR APPROVED EQUAL) WITH THE CONTROL PANEL WIRED FOR PLACEMENT WITHIN
THE HOUSE. AN AUDIBLE ALARM SHALL BE PROVIDED WITH THE CONTROLS. THE DOSING
VOLUME OF THE PUMP CYCLE SHALL BE EQUAL TO 75 TO 100 % OF THE FORCE MAIN AND
DISTRIBUTION PIPE CAPACITY. THIS VOLUME IS CALCULATED TO BE APPROXIMATELY 85
GALLONS. SET PUMP CONTROLS TO PUMP 80+ GALLONS PER CYCLE PUMP WILL OPERATE
APPROXIMATELY 7 CYCLES PER DESIGN FLOW DAY. THE THIRD EXISTING 'HOLDING TANK'
WILL BE CONNECTED BY A 4" PVC PIPE TO THE PUMP PIT TO SERVE AS AN OVERFLOW TANK.
THIS WILL ALLOW THE PUMP PIT TO BE SIZED FOR THE DOSING VOLUME WHILE THE OVERFLOW
TANK CAN HANDLE EMERGENCY STORAGE.
FORCE MAIN: PIPING TO BE 1�" HDPE PIPE TO A DISTRIBUTION BOX AT THE RAISED
SYSTEM SITE. THE FORCE MAIN SHALL SELF DRAIN BACK TO THE PUMP PIT UPON PUMP
SHUTDOWN.
RAISED DISPOSAL FIELD: THE SYSTEM SHALL CONSIST OF 'ELJEN IN -DRAIN UNITS. TYPE
B', INSTALLED IN A BED CONFIGURATION WITHIN THE STABILIZED FILL SOILS. THE DAILY FLOW
RATE OF 550 GALLONS REQUIRES 96LF OF ELJEN TYPE B UNITS AT THE DESIGN APPLICATION
RATE. USE 2 RUNS OF 48LF EACH IN A BED CONFIGURATION TO TOTAL 96LF OF ELJEN UNITS.
THE SEPARATION DISTANCE BETWEEN THE TYPE B UNITS SHALL BE 2'. THE AREA REQUIRED
FOR THIS ABSORPTION FIELD SHALL BE APPROXIMATELY 10' X 50'.
FILL SYSTEM INSTALLATION
CONSTRUCTION NOTES, 1. WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS,
INCLUDING LEAVES, ROOTS AND OTHER PLANT FORMS, SHALL BE REMOVED
1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH THE RECOMMENDED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR
STANDARDS FOR EROSION CONTROL AS DETAILED IN THE "NEW YORK GUIDELINES SCARIFIER
FOR EROSION AND SEDIMENT CONTROL".
2. THE SOIL USED FOR FILL SHALL BE WELL -GRADED LOAMY SAND OR WELL -
GRADED LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MINIMUM OF
TWELVE PERCENT (12X) OF SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS
OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER, AND THE
FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR A LEAST SIXTY (60)
DAYS.
8% MAX. SLOPE
30" MAX.
4" PERF. PIPE 10"-,17"
f`� 12- '1
CONCRETE SAND -/
L24"
USABLE SOIL PERCOLATION RATE 1-30 MIN./IN.
NOT TO SCALE
SUITABLE BACKFILL
PLUS A MIN. 4" 3. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF TWO (2) FEET
TOPSOIL & SEED BETWEEN ANY TRENCH BOTTOM AND MAXIMUM SEASONAL GROUNDWATER,
IMPERVIOUS MATERIAL OR BEDROCK. THIS SEPARATION MUST BE THREE (3)
GEO TEXTILE COVER FEET WITHIN ONE THOUSAND (1,000) FEET OF LAKE GEORGE.
FABRIC
4. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL
SYSTEMS.
5_ A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL
SYSTEM IN THE UP -SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVERT
SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM.
;s. 6" MIN.
12"� 6. THE TOP OF FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR
SLOPED TO ALLOW NATURAL SURFACE RUNOFF AND SHALL BE SEEDED.
3' MIN. TO IMPERVIOUS
STRATA, BEDROCK 7. SIDE SLOPES OF FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE
OR DWATER SEASONAL HIGH
GROUND (1) VERTICAL ON THREE (3) HORIZONTAL.
* SEE NOTES B(1 AND (5)
MAP REFERENCE-
1) MAP ENTITLED: "MAP OF PORTION OF LANDS OF STEWART,
TEELE & MERCLE" DATED MARCH 20, 1972 AND LAST REVISED
EXISTING 1,000 GALLON JUNE 14, 1976 AS PREPARED BY COULTER & McCORMACK.
CONCRETE TANKS
NO TE•
1) FIELD MONUMENTATION NOTED ON THIS PLAN AS PER MAP
EXISTING BUILDING REFERENCE No. 1
SEWER
#1
---- - INSTALL NEW
4" PVC SDR 26
#2 INSTALL NEW
DUPLEX PUMP PIT
ELIMINATE EXISTING
CONNECTION 1-1/2" HDPE FORCE MAIN
#3 TO ABSORPTION FIELD
``
OVERFLOW PIPE
SEPTIC TANK CONFIGURATION
NOT TO SCALE
BASEMAP-BROOKS TEELE LAKE GEORGE.DWG
L A K E_
000000
WOOD DOCK
HOAT
USE
ELJEN IN -DRAIN DIMENSION & ! F'ECIFICATION SHEET
TYPE B IN -DRAIN UNIT
36" W x48" L x7" H
LARGE CORE WIDTH
1.250"
SMALL CORE WIDTH
.750"
DESIGN FLOW
LESS THAN 1,000 GAL/DAY
LARGE CORE WIDTH
90% VOIDS / 50 GAL.
DISTANCE TO SEASONAL HIGH WATER
TABLE, IMPERVIOUS STRATA OR BEDROCK
2' MINIMUM
DEPTH OF TRENCH
29" MINIMUM
DEPTH OF COVER OVER DISTRIBUTION PIPE
6" MINIMUM
SETBACKS:
HOUSE
10 FEET MINIMUM
WELL
100 FEET MINIMUM
PROPERTY LINE
10 FEET MINIMUM
ALL SETBACKS ARE MEASURED FROM THE
EDGE OF CONCRETE SAND IN SITU SOIL
INTERFACE
PIPE ENDS
TO BE CAPPED
BACKFILL
12" MINIMUM
6" CONCRETE SAND
DIRECTLY BELOW SURROUNDING THE
NEW YORK DEPARTMENT OF TRANSPORTA-
SIDES OF THE IN -DRAIN UNITS FOR
TION CONCRETE SAND SPECIFICATION
ABSORPTION TRENCHES
703-07
DISTRIBUTION PIPE PERFORATED
4"
DISTRIBUTION PIPE NON -PERFORATED
4"
GEOTEXTILE COVER FABRIC
TYPAR 3401
PROVIDE WITH THE IN -DRAIN UNITS
TRENCH WIDTH
4'
SPACING BETWEEN IN -DRAIN ROWS
4' ABSORPTION TRENCH
(See figures 3, 5)
2' ABSORPTION BED
CONCRETE SAND DEPTH DIRECTLY
6" MINIMUM
BELOW IN --DRAIN UNITS
CONCRETE SAND AT THE SIDE OF
6" ABSORPTION TRENCH
IN -DRAINS
12" ABSORPTION BED
ACCEPTABLE SOIL PERCOLATION RATE
1-60 MIN/IN ABSORPTION TRENCH
1-30 MIN/IN ABSORPTION BED
ACCEPTABLE SOIL PERCOLATION RATE
GRAVITY / PUMP / SIPHON
ALL APPENDIX 75-A SEPARATION REQUIREMENTS ARE APPLICABLE
CONCRETE SAND BED 10' x 50' (MIN.)
------ 36.------------------
I24
10'
ELJEN IN -DRAIN UNIT - TYPE 'B' 48 LF PER RUN
WITH 4" PERFORATED PVC PIPE 12 TYPE 'B' UNITS EACH
ABSORPTION
SCALE: 1" - 10'
- #1 DISTRIBUTION BOX
1-1/2" HDPE FORCE
MAIN FROM PUMP PIT
RECEIVED
4" SOLID PVC PIPE
JUN 0 4 2001
TOWN OF QUEENSBURY
BUILDING AND CODE
GRADE
NOTE:
1. PIPE JI
ASPHALTIC
TO BE SE 'MM
MATERIALS OR
12" MIN
REMOVABLE COVER -7
2. INVERT
ELEVATIONS OF ALL
/
OUTLET
PIPES MUST BE EOUAL.
3. THE
SLOPE OF OUTLET PIPES
BETWEEN THE DISTRIBUTION BOX
AND THE DISTRIBUTOR LATERALS
F
BAFFLE
INVEf T
'
SHOULD
BE 118' PER FOOT.
INLET
2"MIN ELEV.
O
OUTLET
CONTRACTOR TO USE SPEED LEVELERS
AS SUPPLIED BY FORT MILLER TO
EQUALIZE FLOW.
12" MIN
CLEAN SAND OR PEA GRAVEL
1##1 DISTRIBUTION
BOX
NOT TO SCALE
J"V
�O
Q
o�-
1�6 I n p AREA=/'� J�
CAMP 4B, 71 7f SQ. FT
. ! I .
CAMP V
WELL
CASING FILL SYSTEM AS PER TOWN
PORCH OF QUEENSBURY STANDARDS. O
TWO FEET OF FILL MATERIAL
ABOVE: NATIVE SOILS. w
N
,001E I LANDS N/F OF 7O ,I Q
N85 c3 I FORGE C. JAMES
DEED LINE
EXISTING WASTEWATER SYSTEM 0.3 t GRAVEL OR;vE
CONSISTS OF (3) 1,000 GALLON Nm
HOLDING TANKS IN SERIES. PROPOSED > uS F-- ---- i � - \ SOILS A-4A l..Y 51 S
SYSTEM WILL USE TANKS #1 AND #2 AS
SEPTIC TANKS AND #3 AS AN OVERFLOW i «=_ �`---
HOLDING TANK FOR THE PUMP PIT. z! M.�3 , --- ® ±] I 10' 1 t - `T,L-v �OL�
ELIMINATE CONNECTIONS BETWEEN TANKS ��
#2 AND #3. W J / /�l - - _ _ I �j" Q 2 - t _rwuc wTE�'1"
-' I
EXISTING SEPTIC (HOLDING) , ' 1 Rt r, 1 pf �r� p
TANKS: (3) 7,000 GALLON S77, 02 E �- \ 178. Q' / tl I \ l '' ClUE-ENSBURY 6 Lf 1"T P
L�Ir�LE. IiRTMEiVT
PRECAST CONCRETE TANKS I m? 'Id on our limited examination,
IRON�_-_ o / menu shall
PIN SET `� l'J ABSORPTION BED: compliance Wlth our comments
��� 10' x 50' CONCRETE r1 not be construed as indicatingthe
\ PUMP PIT
SAND (SEE DETAIL) plan and speciiica 'ons are
�-'' e in full
O RC \MAIN --j cornplianre With the de
ADDITION F DISTRIBUTION
,...._:; kApE \ BOX a
DECK G a FORGE ASPHALT \\ O 46 WEA CUP
:�,_ A
ExlsnN OVERFLOW
COTTAGE PIPE FROM OAK£ G PARKING
`�.\` (SETS(\ CONC.) W
w
LANDS N/F OF
ANNA BAR THEL
BOOK 425 OF DEEDS AT PAGE 789
i00
F5NCI
SE ------------------ ram' W Z
C)O
```````_'------ GRAVEL DRIVE _ _ ----------- N W
��'�� N77.OZ'W STONE MASONRY WALL ,I `t- 340.5' `� q
RAMP GARAGE ((�� `� F
WE.L T� iSSU
LANDS N/F OF CASING
ETHEL G. APPLEBAUM & SERNA G. BOYD
BOOK 337 OF DEEDS AT PAGE 109 MAY 3 1 2001
SEPTIC PLAN THE ENV vNmENTAL
DES1f1w] TNEPSHIP
SCALE: 1 " = 20'
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