2003-699 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: P20030699 Date Issued: Monday,July 11, 2005
This is to certify that work requested to be done as shown by Permit Number P20030699
has been completed.
Tax Map Number: 523400-309-009-0002-001-000-0000
Location: 200 LUZERNE Rd
Owner: HOMESTEAD VILLAGE L P
Applicant: HOMESTEAD VILLAGE L P
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
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: P20030699 Application Number: A20030699
Tax Map No: 523400-309-009=0002-001-000-0000
Permission is hereby granted to: HOW.STFADV1TJ,ACTF LP
For property located at: 200 LUZERNE Rd
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
Type Ordinance. Te of Construction Value
I --
Owner Address: HOMESTEAD VILLAGE L P Septic Alteration Residential
4294 ROUTE 5 Total Value
CALEDONIA, NY 14423
Contractor or Builder's Name Address Electrical Inspection Agency
I-B.S. SEPTIC
2 LOWER WARREN STREET
OUEENSBURY. NY
Plans&Specifications
2003-699 LOT #88 HOMESTEAD VILLAGE
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 25,2004
(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 0. of ay,August 25, 2003
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Application for System
7011,11 qfQueensbmy NY 1,2804 (.518) 761-8256
I. OWNER INFORMATION: s................._................_._..................................._...................._...................................
Homestead Village Trailer Park Office Use
Location of installation: Lot# 88, luzexjae Rd. /''� 9
Tax Map No.3D_9.9 2 / •I File Permit No..
Owner's Name: Fee Paid
Affordable Great Tjoc-nt -n.-
jo
................................ ....................
Address: 4204gt- 5, Galedanie_ NY.14423
2. INSTALLER'S NAME IBS Septic PHONE NO. 798-819
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate ff bedroom(y) and multiply// of
bc,cii-o(iitis with applicable gczlloi-i.v per beth'(-7otytLocqt)allott7lclailj,.Iloii,) See Plans
Year of House: No. of Bedrootlis x Computation = Total 17aily A
1980 orolder x' 150 gal/bdrin
1980-1991 x 130 gal/bdrin
1991 —present X I ID gal/bdrni
Garbage Grinder Installed yes no
Spa or Whirlpool Installed yes 110
4. PARCEL INFORMATION: (circle applicablo,information & indicato measurements) --See Plans
Material Wa
ly
I 1141fif depth "1 11,11111 clelyth
lo(.1111
Steep slope clay if)veil; wafer supply
slope other fi-oln ally septic-'systent
depth: obsuiption is
other
Percolation Test: (To be-completed by licensed l)i-(!ILssiolialeiigiiieerorai-c]7i(ecf)
Rate: minute per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems inust be designed by licensed
professional ci.iginecr or architect(unless installed iva Planning Board approved subdivision). Add 250 gallons to the size
of the septic lank and lcacli field 1br each Garbage Grinder, Spa or Wliirll-x)olTub. See Plans
Septic Tank: _gallon (inin. size 1,000 gal.)
Tile Field: each.trench Total System Length:
Seepage Pit(s): nuinberof_ size ofeach: _j?. by_fl.
Size of Stone to be used: ff I depth or thickness feet
Bed System Size: X
Alternative System: length andlor size
6. HOLDING TANK SYSTEM: (if required) See Plans
Number of tanks: Size of cacti: gallons /TOTAL Capacity: gallons
Note:, Alarm System and associated electrical work must be inspected by a Town approved
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read)
For your protection, please note that pursuant to Section 136-29 oftho Code oftho Town
.of'Quectisbury, any permit
it or approval gratited 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 ofan applicant, shalU6e void.
I have read the regulations with respect to this application and agree to abide by those and all
requirements o Town of Qucensbury Sanitary Sewage Disposal Ordinance.
Signa ure 61Tresponsible person Ddto
Septic Inspection Report
Office No.'(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ Depart: __am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: MW -
NAME: )- V J,I h.C-* - PERMIT NO.: 03- 69�
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance
Well separation distance
Other wells: ft.
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
Distribution Box to Field Pit
Opening Sealed: Y/NI Partial
End Caps
Location/Separations
Foundation to tank
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan V' Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Last revised 1/6/05
APPROXIMATE
APPROXIMATE
"n
ar „
{ m
Al
W.
LOCATION PLAN
SCALE: N.T.S
LEGEND:
EXISTING / BY OTHERS:
--
(existing features denoted by lower case lettering)
NEW J PROPOSED IN THIS DESIGN:
LOT UNE:
MUNICIPAL WATER LINE:
-
SILT FENCE / EROSION CONTROL:
TEST HOLE:
PERCOLATION TEST:
DRAWING
DETAIL REFERENCE TAG:
NOTE s-1
D+
SEE DRAWING III FOR DEfAL
DETAIL j
2
DETAIL REFERENCE TAG;
Dt
SEE DRAWING @ FOR DETAIL
SECTMII CUT DIRECTIONSECTION
REFERENCE TAG:
SECTION LETTER
D1
SEE DRAWING I FOR SECTION
31'-D"
NEW 1 D00 DAL.
SEPTIC TANK
(UNIT #88) - EXISTING MOBILE HOME
NO BASEMENT
1D' MIN. (TYP.) -
LOT #68 LEACHING SYSTEM
'EQUALIZER 24' INFILTRATOR-11
X CHAMBER LATERAL (TYP.) X
t
I
C
i
11ABTEwATER PLAN
NOTE:
EXACT LOCATIONS OF EXISTING LEACHING SYSTEMS UNKNOWN.
EXISTING SYSTEMS TO BE ABANDONED. IF EXISTING SYSTEMS
INTERFERE WITH NEW SYSTEMS THE EXISTING ARE TO BE REMOVED
PRIOR TO CONSTRUCTION OF THE NEW SYSTEMS,
6'-0"
(TYP,)
RECORD DOCUMENT
4" PVC EFFLUENT LINE
— OI X MIN. SLOPE
4" PVC DISTRIBUTION PIPING
00.57E MIN. SLOPE (TYP.)
i
GRAPHIC SCALE
10 0 5 10 20 40
BEEN
l61PUT )
THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY
JARRETT-MARTIN ENGINEERS, PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS
AS WELL AS INFORMATION PROVIDED BY THE OWNER. INFORMATION PROVIDED BY OTHERS
HAS NOT BEEN VERIFIED BY JARRETT-MARTIN ENGINEERS, PLLC FOR ACCURACY AND/OR
COMPLETENESS.
GENERAL NOTES:
G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER
0-2) CONTRACTOR TO LOCATE EXISTING UT&ITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK
AND RECORD FILE J. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING
CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.
NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
0-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
AGENCY).
0-4) CONSTRUCTION MUST BE OBSERVED, AT KEY CONSTRUCTION MILESTONES, BY A LICENSED PROFESSIONAL
ENGINEER TO ENABLE CERTIFICATION TO THE NYSDOH THAT THE SYSTEM WAS CONSTRUCTED IN CONFORMANCE
WITH THE APPROVED CONSTRUCTION PLANS
0-5) SUBSURFACE INVESTIGATION TO BE PERFORMED AT TIME OF CONSTRUCTION TO VERIFY EXISTING SOIL
CONDITIONS.
0-6) DESIGN CALCULATIONS BASED ON RESULTS OF SUBSURFACE INVESTIGATIONS PERFORMED AT NEAR BY
LOCATIONS
0-7) FROM A GENERAL UNDERSTANDING BETWEEN THE TOWN OF OUEENSBURY, THE NEW YORK STATE DEPT. OF
HEALTH AND THIS OFFICE WHEN INSTALLING LEACHING SYSTEMS ADJACENT TO MOBILE HOMES WITHOUT FULL
FOUNDATIONS (BASEMENTS) THE REQURED HORIZONTAL 20' SETBACK BETEWEEN THE LEACHING SYSTEM AND THE
STRUCTURE MAY BE WANED WHEN SPACE CONSTRAINTS EXIST.
SUBSURFACE INVESTIGATION(LOT 87):
TEST PIT i1
0 — 16" DARK BROWN SANDY TOPSOIL
16— 30" BROWN SAND VERY FINE
30— 72" GREY FINE SAND
NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER
TEST PR i2
0 — 17" DARK SANDY TOPSOIL
17— 32" RED BROWN FINE SAND
32— 72" GREY COARSE SAND
NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER
PERCOLATION TEST !It
TEST DEPTFC 28"
SOIL: RED BROWN FINE SAND
STABILIZED PERCOLATION RATE OF 3 MINUTES 03 SECONDS.
p Rf`D ATION TEST W2
TEST DEPTH: 30"
SOIL: RED/BROWN FINE SAND
STABILIZED PERCOLATION RATE OF 3 MINUTES 42 SECONDS.
DESIGN INFORMATION (LOT 088):
DESIGN BASIS
NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF QUEENSBURY
POTABLE WATER SUPPLY
NO DOCUMENTED POTABLE WATER SUPPLY SOURCES
LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL
SYSTEM, LOT 088 AND THE NEIGHBORING TRAILERS ARE SERVED BY A
MUNICIPAL WATER SYSTEM.
DESIGN FLOW
RESIDENCE
3 BEDROOMS x 150 GPD/BEDROOM - 450 GPD
(WATER SAVER FIXTURES RECOMMENDED, HOWEVER 150 GPD/BEDROOM
USED PER TOWN OF QUEENSBURY REQUIREMENTS)
SEPTIC TANK
1DDO GALLONS (MIN.) CAPACITY FOR 3 BEDROOM RESIDENCE
PROVIDE NEW 1000 GAL, SEPTIC TANK.
LEACHING SYSTEM (FIELD)
450 GPO + 1.2 GPD/SQ. FT. . 375 SO, FT. REO'D
(1-5 MINUTE/INCH ACCELRATED PERCOLATION RATE IN SITU SOIL)
375 SO. FT. + 2' WIDE TRENCH ■ 167.5' MINIMUM OF
'EQUALIZER 24" INFILTRATOR TRENCH REQUIRED.
(4) LATERALS EACH 50.58' FT, LONG TO BE PROVIDED
"EQUALIZER 24" INFILTRATOR LATERALS EACH (6) UNITS LONG
TOTAL OF 126.45 FT. OF "EQUALIZER 24" INFILTRATOR TRENCH TO BE
PROVIDED,
EFFLUENT DISTRIBUTION
GRAVITY DOSING/ DISTRIBUTION VIA "D-BOX" FROM SEPTIC TANK.
07/05/05 ZA RECORD DRAWINGS RUH
8/19/03 A SUBMITTED FOR PERM ITTO CONSTRUCT RUH
DATE REV # ISSUED / REVISIONS BY
SITE PLAN C1
HOMESTEAD VILLAGE • LOT #88
REPLACEMENT WASTEWATER SYSTEMS
LUZERNE ROAD
QUEENSBURY, NEWYORK
JARREW - MARTIN ENGINEERS, PLLC
H. THOMAS JARRETT PROFESSIONAL ENGINEERING
P. E. # 576M 12 EAST WASHINGTON STREET PHONE: (518) 792.2907
COPYRIGHT 0 2002 GLENS FALLS, N.Y. FAX: (616) 790-IN4
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WGD J U L 8 -I 2005
WATERTIGHT JOINT
WATERTIGHT SEALED
CONCRETE PLUG
24
MIN.
SOIL LINE FROM HOUSE TO BE 12' 24' MIN.� _ I
INSTALLED AS SHOWN ON DRAWING C2
INLET 3'
NATIVE BACKFILL 15" -
THOROUGHLY COMPACTED j
EFFLUENT FILTE o1
12"7MMIIN,
1 .
CRUSHED STONE FOUNDATION
ATOP FIRM NATIVE MATERIAL
ANEW BEPTSC TANK DETAIL
2 SG1C: M,T.I.
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS:
4SET 1/2' ABOVE GRADE
77777�. (MIN.)
BACKFILL WITH NATIVE --
�SYSTEBM.Lf. /X[SECTION - LOT B
Yy
WATERTIGHT MANHOLE FRAME A COVER;
SYRACUSE CASTINGS 11502 OR EQUIVALENT;
GRADE TO DRAIN AWAY FROM COVER
1 REMOVABLE COVER
PROVIDE ADJUSTABLE LEVELING
_� 1 ICE ON EACH OUTLET
4" GRAVITY DISTRIBUTION LATERAL
O 0.5% MIN. SLOPE
12" MIN. OF CLEAN SAND
2" MIN. --OR PEA GRAVEL FOUNDATION
FORT MILLER DISTRIBUTION
OUTLETS - 4" KNDCKOUTS BDX OR EQUIVALENT
T DISTRIBUTION BOX DETAIL
MALE: K.1A.
) GRADE
CONCRETE RISER AS REQUIRED
-`—EFFLUENT LINE
INSTALL NEW INLET AND OUTLET
PIPING AS SHOWN ON DRAWING C2
FORT MILLER HEAVY DUTY
PRECAST SEPTIC TANK OR
EQUIVALENT (H20 LOADING)
PROVIDE EXTENDED BASE FOR
ANTI -FLOTATION PURPOSES
OR EQUIVALENT
4" OUTLET TEE GROUT
MODEL A1801-408 RESIDENTIAL OUTLET
'ZABEL" FILTER OR EQUIVALENT
\4" PVC PIPE
NOTE:
IF EXISTING SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET
INSTEAD OF A 4' PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER
MODEL A1807-4x18 FOR MODEL A1B01-408.
n SEPTIC TANK EFFLUENT FILTER DETAIL
V 9GLE: ItTS
4' PVC OVERFLOW PIPE "EQUALIZER 24" CHAMBERS
4" PVC DISTRIBUTOR
�J N FROM DISTRIBUTION BOX
END PLATE WITH Ott TEN END PLATE WITH
STANDARD END ¢ STANDARD INVERT
n_"EIMIZEN 24" INFILTRATOR CHAMBER DETAIL
a sa. wr.X.
RECORD DOCUMENT
THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY
JARRETT-MARTIN ENGINEERS, PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS
AS WELL AS INFORMATION PROVIDED 81 THE OWNER. INFORMATION PROVIDED BY OTHERS
HAS NOT BEEN VERIFIED BY JARRETT-MARTIN ENGINEERS, PLLC FOR ACCURACY AND/OR
COMPLETENESS.
SPECIFICATIONS:
PIPING:
P-1) ALL GRAVITY SEWER SHALL SE PVC SDR 35 OR HOPE (POLYETHYLENE) SOR 17, ASTM D3034; INSTALL IN
ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY
ENGINEER.
P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH
POINTS).
P-3) HOPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION
Of OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER.
TANKS/STRUCTURES:
T-1) PRECAST STRUCTURES SWILL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES
TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING.
T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANEW
MARKER(S) OVER COVER(S), AND MEASUREMENT 'TIES- TO PERMANENT STRUCTURES SHOWN ON THE -RECORD
DRAWINGS" (SEE GENERAL NOTES).
T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST
POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE
METHOD APPROVED 13Y ENGINEER.
T-4) TANKS/STRUCTURES SWILL BE SEAMLESS CONSTRUCTION OR SHALT. HAVE WATERTIGHT JOINTS (ASTM
C1227). WALL PENETRATIONS SHALL SE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON -SHRINK
GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED
TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS)
T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED
FOR(H-20) WHEEL LOADING,
T-6)) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXITING FEATURES PRIOR TO START OF CONSTRUCTION.
T-7) ALL EXISTING TANKS/STRUCTVRES TO BE REUSED ARE TO BE INSP[CTED FOR STRUCTURAL INTEGRITY AND
LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER,
T-8) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW
INSTALLATION OF A ZABEL FILTER.
LEACHING SYSTEM:
L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED
HEREON,
L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED
HEREON.
L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF
LATERALS. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR REUSE ON SYSTEM.
L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO
CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATXNS OF
EXISTING FEATURES PRIOR TO START Of CONSTRUCTION.
EROSION & SEDIMENT CONTROL:
ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH
THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL', USDA-NRCS, AND THE URBAN
EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION.
ES-2) NO LAND DISTURBANCE SMALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND
SEDIMENTATION.
ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY
STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER.
ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT
SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER.
ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING If IN
PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL RIOT
RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND
UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDATED.
ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)- AND SUBMIT TO ENGINEER FOR APPROVAL.
EARTHWORK & TURF ESTABLISHMENT:
ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON
THESE PLANS OR BY OWNER.
E1-2) TOPSOIL. SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL
CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION
ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW
SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT
WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY.
ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES ✓k PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE,
ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND
AS DIRECTED BY OWNER.
MISCELLANEOUS:
M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN, LOCATIONS
TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION, APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE $MOWN
FOR REFERENCE ONLY.
07/05/05 /1\ RECORD DRAWINGS RUH
8/19/03 A SUBMITTED FOR PERMITTO CONSTRUCT RUH
DATE REV # ISSUED / REVISIONS BY
WASTEWATER DETAILS F�D1
HOMESTEAD VILLAGE - LOT #88
REPLACEMENT WASTEWATER SYSTEMS
LUZERNEROAD
QUEENSBURY, NEWYORK
H. THOMAS JARRETT JARRETT - MARTIN ENGINEERS, PLLC
PROFESSIONAL ENGINEERING
P.E. # 575M 12 EAST WASHNGTON STREET PHONE: (518) 792.2907
COPYRIGHT 0 2002 GLENS FALLS, N.Y. FAX: (518) 7WI664
a vconganireow,wn�van,a
JULY2003 PRO# 02-098 SHEET: 2OF2
axovwo
F:2D98 051005 HOMESTEAD LOT #88 RECORD DOCUMENT DWG PLOTTED / REVISED:07RKJ05 12:00 PM
f£„ 9D ENfyxEEH k "MAWiLi
REGD J U L 8 - 2005
crv--
Septic Inspection Report F-5 - 3 O 3-Sall
0-e- : 4-
Office No. (518)761-8256 Date Inspection requ r ei ed ids
Queensbury Building&Cade Enforcement Arrive: a p art: f a in o
742 Bay Rd.,Queensbury,f 1NY 12804 Inspector's Initia
NAME: " i t L P IT NO.:
LOCATION:,- u
�j SPF,CT ON:
RECHECK: rti s�
J '� Comments and/or diagram
Soil Type: Sand 1 Loam/Clayr
Type of Water: Municipal/Well Water6"
Waterline separation distance ft.
Well separation distance ft.
_ Other wells: ft.
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 Boxy'
Distribution Box to Field I Pit
Opening Sealed: Y/NI Partial
r �
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as_per Plot Plan Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status:
Approved
P rtial Approved and nee to be re-inspected,please call the Building&Codes Office
isapprove
LASueHemingw ding.Codes.Inspection.BORMS\Septic Inspection Report.doc January 28,2003
Septic Inspection Report
Office No. (518)761-8256 Date Inspection re eStT e'
Queensbury Building&Code Enforcement Arrive: p am4E
742 Bay Rd.,Queensbury';NY 12804 Inspector's Initials:
'� t�'t'AE6T
NAME: Ej��'z V1 x IT NO.: 'anrr:5?3
LOCATION: )u3E= SP Z�CTON: to — Z-- OL4
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.
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
Distribution Box to Field Pit
Opening Sealed: Y/NI Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits
Conforms as per Plot Plan Y
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
Di8approwd
L:\SueHemingway\Building.Codes.Inspection.FORM5\Septic Inspection Report.doc January 28,2003
Septic Inspection Report
Office No. (518)761-8256 Date Inspection re est ecei e
Inspection
re ecei
Queensbury Building&Code Enforcement 'Arrive: p art: prn
742 Bay Rd.,Queensbury,NY 12804 Inspector's 11nifia . -7 1
IN ^0
P
me AV-) t:)
NAME: P T NO.:
S CT O�..
LOCATION: SPECT ON:
RECHECK:
Comments and/or diagram
Soil,Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
I Other wells: ft.
Absorption Field: Total length
Length of each trench
MC— V= ft.4
Depth of trenches
Size of Stone
-Seepage Pits: Number
Size:
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y/NI Partial
Location/Separations
Foundation to tank
Foundation to absqgtion
-Separation of Pits
Conforms as per Plot Plan Y_N
Location of System on Property:
Front Rear Left Side Right Sid
Middle Front Middle Rear
System Use Sta s:
Approved
Partial Approved and needs to be re-inspected,please call the'Building&Codes Office
P-Di8approved
L:\SucHemingway\Building.Codes.Tt)spection.FORMS\Septic Inspection ReporLdoc January 28,2003
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection r3telqst r ?eiv_)� t W.
Queensbury Building&Code Enforcement Arrive: Vpm, D aft: LQ5 ant��
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial
NAME: P T 0 ce)-&3cln
t-k E-LoL-E-M> P IT NO. z (11
S P CT 0
LOCATION: zz ez, tzmpcv- O-N SPECT ON:
RECHECK:
Comments and/or diaera
Soil Type: Sand 1 Loam Clay
Type of Water: Municipal/Well Water
Waterline sgaration distance ft.
Well separation distance ft.
Other wells: ft,
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches
Size of Stone
Seepage Pits: Number
Size:
Stone Size:
Piping Siz Type\
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y I NI Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft,
Conforms as per Plot Plan Y N
Location of System on Property:
Front Rear Left Side Right Side o C'\0 F--V-K
Middle Front Middle Rear
System Use Status:
Approved
Partial Approved and needs to be re-inspected,please call the*Building&Codes Office
Disapproved
L:\SueHemingway\13uilding.Codes.Inspection.FORMS\Septic Inspection Reportdoc January 28,2003
Septic Inspection Report
Office No. (518)761-8256 Date Inspection requ rec i ed-
Queensbury Bu"ilding&Code Enforcement Arrive: pm art:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia :
NAME: P IT NO.:
LOCATION: PECT ON: y
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam Clay
Type of Water: Municipal/Well Water
Waterline separation distance
Well separation distance
Other wells- ft.
Absorption Field: Total length ft.
Length of each trench ft.
..Depth of trenches
Size of Stone
-Seepage Pits: Number
Size: x
Stone Size:
Pi in Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y/NI Partial
-Location/Separations
Foundation to tank
Foundation to absorption
Separation of Pits ft.
Conforms as per Plot Plan Y_N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
stem tDi8approve
Sta s:
Approved
Partial Approv and needs to be re-inspected,please call the'Building&Codes Office
L:\SueHeniingway\Btiilding.Codes.Inspection.FORMS\Septic Inspection ReporLdoc January 28,2003
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection reque e ei
Queensbury Building&Code Enforcement 'Arrive: a
742 Bay Rd.,Queensbury,"N1Y 2804 Inspector's Initials: epart: a
NAME: V P IT NO.: (D 9?
LOCATION: PECT ON:
RECHECK:
Comments and/or diagram
Soil Type/ So/Loam Clay
nTe of W-E 11 Water
Waterline separation distance
Well separation distance ft.
Other wells: ft,
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches
Size of Stone
-Seepage Pits: Number
Size: x
Stone Size:
Pi in Size Type
Building to tank tC -/-X-Y>r ���LFE!>
Tank to Distribution Box >251-
Distribution Box to Field l Pit 4 4 t C--
Opening Sealed: Y�P-a ial
Location/Separations
Foundation to tank
Foundation to_absqrplion
Separation of Pits
Conforms as per Plot Plan —Y N
Location of System on Property:
Front Rear Left Side Right Side
,-ee-
Middle Front Middle Rear
7115tm St us:
_t
Approved
Partial Approved and needs to be re-inspected,please call the'Building&Codes Office
Disapproved
L:\SueHemingway\Building.Codes.lnspectionXORMS\Septic Inspection Report.doc January 28,2003
GENERAL NOTES:
APPROXIMATE
LOT #88 LEACHING SYSTEM
"EQUALIZER 24" INFILTRATOR
CHAMBER LATERAL (TYP.)
-11
x
LEGEND:
EXISTING / BY OTHERS:
(existing features denoted by lower
case lettering)
NEW / PROPOSED IN THIS DESIGN:
LOT LINE:
MUNICIPAL WATER LINE:
SILT FENCE / EROSION CONTROL:
TEST HOLE:
PERCOLATION TEST:
DRAWING #
DETAIL REFERENCE TAG:
NOTE: S-1
D1
SEE DRAWING # FOR DETAIL
DETAIL #
DETAIL REFERENCE TAG:
WSEE
DRAWING # FOR DETAIL
SECTION CUT DIRECTION
SECTION REFERENCE TAG:
D1
SECTION LETTER
SEE DRAWING # FOR SECTION
X
10' MIN. (TYP.)
x
LOT #87 LEACHING SYSTEM
"EQUALIZER 24" INFILTRA�TOR-
CHAMBER LATERAL (T>YP.)
L x
x
M WASTEWAJER PLAN
SCALE: 1 " = j 0'
NOTE:
EXACT LOCATIONS OF EXISTING LEACHING SYSTEMS UNKNOWN.
EXISTING SYSTEMS TO BE ABANDONED. IF EXISTING SYSTEMS
INTERFERE WITH NEW SYSTEMS THE EXISTING ARE TO BE REMOVED
PRIOR TO CONSTRUCTION OF THE NEW SYSTEMS.
6'-0" x
(TYP.)
x x
LOCATION PLAN
SCALE: N.T.S.
10
REUSE EXISTING
1000 GAL.
SEPTIC TANK
(LOCATION APPROX.)
GRAPHIC SCALE
0 5 10 20
( IN FEET
SCALE: 1" = 10'
VILLAGE
DESIGN INFORMATION (LOT #87):
DESIGN BASIS
NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF QUEENSBURY
POTABLE WATER SUPPLY
NO DOCUMENTED POTABLE WATER SUPPLY SOURCES
LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL
SYSTEM. LOT #87 AND THE NEIGHBORING TRAILERS ARE SERVED BY A
MUNICIPAL WATER SYSTEM.
DESIGN FLOW
RESIDENCE
2 BEDROOMS x 150 GPD/BEDROOM = 300 GPD
(WATER SAVER FIXTURES RECOMMENDED, HOWEVER 150 GPD/BEDROOM
USED PER TOWN OF QUEENSBURY REQUIREMENTS)
SEPTIC TANK
1000 GALLONS (MIN.) CAPACITY FOR 2 BEDROOM RESIDENCE
REUSE EXISTING 1000 GALLON SEPTIC TANK.
LEACHING SYSTEM (FIELD)
300 GPD - 1.2 GPD/SQ. FT. = 250 SQ. FT. REQ'D
(1-5 MINUTE/INCH PERCOLATION RATE IN SITU SOIL)
250 SQ. FT. _ 2' WIDE TRENCH = 125 MINIMUM OF
"EQUALIZER 24" INFILTRATOR TRENCH REQUIRED.
(3) LATERALS EACH 42.15' FT. LONG TO BE PROVIDED
"EQUALIZER 24" INFILTRATOR LATERALS EACH (5) UNITS LONG
TOTAL OF 126.45 FT. OF "EQUALIZER 24" INFILTRATOR TRENCH TO BE
PROVIDED.
EFFLUENT DISTRIBUTION
GRAVITY DOSING/ DISTRIBUTION VIA "D—BOX" FROM SEPTIC TANK.
DESIGN INFORMATION (LOT #88):
DESIGN BASIS
NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF QUEENSBURY
POTABLE WATER SUPPLY
NO DOCUMENTED POTABLE WATER SUPPLY SOURCES
LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL
SYSTEM. LOT #88 AND THE NEIGHBORING TRAILERS ARE SERVED BY A
MUNICIPAL WATER SYSTEM.
DESIGN FLOW
RESIDENCE
3 BEDROOMS x 150 GPD/BEDROOM = 450 GPD
(WATER SAVER FIXTURES RECOMMENDED, HOWEVER 150 GPD/BEDROOM
USED PER TOWN OF QUEENSBURY REQUIREMENTS)
SEPTIC TANK
40 1000 GALLONS (MIN.) CAPACITY FOR 3 BEDROOM RESIDENCE
PROVIDE NEW 1000 GAL. SEPTIC TANK.
LEACHING SYSTEM FIELD
450 GPD - 1.2 GPD/SQ. FT. = 375 SQ. FT. REQ'D
(1-5 MINUTE/INCH ACCELRATED PERCOLATION RATE IN SITU SOIL)
375 SQ. FT. _ 2' WIDE TRENCH = 187.5' MINIMUM OF
"EQUALIZER 24" INFILTRATOR TRENCH REQUIRED.
(4) LATERALS EACH 50.58' FT. LONG TO BE PROVIDED
"EQUALIZER 24" INFILTRATOR LATERALS EACH (6) UNITS LONG
TOTAL OF 126.45 FT. OF "EQUALIZER 24" INFILTRATOR TRENCH TO BE
PROVIDED.
EFFLUENT DISTRIBUTION
GRAVITY DOSING/ DISTRIBUTION VIA "D—BOX" FROM SEPTIC TANK.
G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK
AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING
CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY,
NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
AGENCY).
G-4) CONSTRUCTION MUST BE OBSERVED, AT KEY CONSTRUCTION MILESTONES, BY A LICENSED PROFESSIONAL
ENGINEER TO ENABLE CERTIFICATION TO THE NYSDOH THAT THE SYSTEM WAS CONSTRUCTED IN CONFORMANCE
WITH THE APPROVED CONSTRUCTION PLANS.
G-5) SUBSURFACE INVESTIGATION TO BE PERFORMED AT TIME OF CONSTRUCTION TO VERIFY EXISTING SOIL
CONDITIONS.
G-6) DESIGN CALCULATIONS BASED ON RESULTS OF SUBSURFACE INVESTIGATIONS PERFORMED AT NEAR BY
LOCATIONS.
G-7) FROM A GENERAL UNDERSTANDING BETWEEN THE TOWN OF QUEENSBURY, THE NEW YORK STATE DEPT. OF
HEALTH AND THIS OFFICE WHEN INSTALLING LEACHING SYSTEMS ADJACENT TO MOBILE HOMES WITHOUT FULL
FOUNDATIONS (BASEMENTS) THE REQUIRED HORIZONTAL 20' SETBACK BEWTEEN THE LEACHING SYSTEM AND THE
STRUCTURE MAY BE WAIVED WHEN SPACE CONSTRAINTS EXIST.
TrJW'NI or C, t:C- ot: jRY
BUILDING & frhpT
,
REVIEWED BY
DATE
SECEDE
AUG 2 2 2003
TOE ,v� GDF ,QUEENSBURY
bUiLDING AND CODE
8/19/03 U SUBMITTED FOR PERMIT TO CONSTRUCT RUH
DATE REV # ISSUED / REVISIONS BY
NE o SITE PLAN DRAWING:
C 1
A HOMESTEAD VILLAGE - LOT#87 & #88
REPLACEMENT WASTEWATER SYSTEMS
LUZERNE ROAD
A, cat �; QUEENSBURY, NEW YORK
ONLY OOM OF 7KS ORA W WITH A
BLUE SEAL SHALL BE CONSESIED ME
AND VALD
AUERAIM OF TITS DOGJY6ITEXCEPT
BY ALCENSED ENON43M IS M AWR&
JARRETT - MARTIN ENGINEERS, PLLC
PROFESSIONAL ENGINEERING
12 EAST WASHINGTON STREET PHONE: (518) 792-2907
GLENS FALLS, N.Y. FAX: (518) 798-1864
JULY 2003 PRO# 02-098 SHEET: 1 OF 2
FILE: F:\ 2098070103 HOMESTEAD VILLAGE LOT 87 88.dwg PLOTTED / REVISED: 8/19/03 12:00 PM
SPECIFICATIONS:
24" (TYP.) /
30" (MAX.)
24" (TYP.) /
30" (MAX.)
WATERTIGHT JOINT (TYP.)
WATERTIGHT SEALED
CONCRETE PLUG
12" MIN.
SOIL LINE FROM HOUSE TO BE
INSTALLED AS SHOWN ON DRAWING C2�
U 3"
INLET
a
NATIVE BACKFILL 15"
THOROUGHLY COMPACTED
a
CRUSHED STONE FOUNDATION
ATOP FIRM NATIVE MATERIAL
24"
24" MIN.
r-- u
= f �
18"
EFFLUENT FILTE 3
D1
12" MIN.
fi ,•
�IIIINEW SEPTIC TANK DETAIL
�u SCALE: N.T.S.
4" OUTLET TEE
MODEL A1801 —4x18 RESIDENTIAL
"ZABEL" FILTER OR EQUIVALENT
OFF PI AN nN
w SYSTEM SECTION - LOT #88
ft SCALE: N.T.S.
SFF PI AN nN
(m SYSTEM SECTION - LOT #87
LLWJP SCALE: N.T.S.
WATERTIGHT MANHOLE FRAME & COVER;
SYRACUSE CASTINGS #1502 OR EQUIVALENT;
GRADE TO DRAIN AWAY FROM COVER
OUTLET
6a1 TYPE
NON —SHRINK
/GROUT
T
1Is" 18"
1 MIN.
LL a i
OUTLET —
4" PVC PIPE
FINISHED GRADE
PRECAST CONCRETE RISER AS REQUIRED
NOTE:
IF EXISTING SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET
INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER
MODEL A1807-4x18 FOR MODEL A1801-4x18.
SEPTIC TANK EFFLUENT FILTER DETAIL
SCALE: N.T.S.
---EFFLUENT LINE
INSTALL NEW INLET AND OUTLET
PIPING AS SHOWN ON DRAWING C2
FORT MILLER HEAVY DUTY
PRECAST SEPTIC TANK OR
EQUIVALENT (H20 LOADING)
PROVIDE EXTENDED BASE FOR
ANTI —FLOTATION PURPOSES
OR EQUIVALENT
BACKFILL WITH NATIVE
MATERIAL, LESS COBBLES
3" DIA. AND LARGER
BACKFILL WITH NATIVE
MATERIAL, LESS COBBLES
3" DIA. AND LARGER
EXISTING GRADE
"EQUALIZER 24" INFILTRATOR
CHAMBERS (TYP.)
EXISTING GRADE
i
"EQUALIZER 24" INFILTRATOR
CHAMBERS (TYP.)
PERMANENT MARKER
OVER COVER
WATERTIGHT SEALED
CONCRETE PLUG
INLET
WATERTIGHT SLEEVE AND SEAL
(SEE NOTE T-4)
24"
24" MIN.
— —
�
3"
WATERTIGHT JOINT (TYP.)
12" MIN.
I L
u
15" = I a
INSTALL EFFLUENT 3
FILTER IN OUTLET TEE Di
WATERTIGHT MANHOLE FRAME & COVER;
SYRACUSE CASTINGS #1502 OR EQUIVALENT;
GRADE TO DRAIN AWAY FROM COVER
FINISHED GRADE
PRECAST CONCRETE RISER AS REQUIRED
OUTLET
18 EFFLUENT LINE
EXISTING SEPTIC TANK
TO BE REUSED
a a
7 1 iji/
n SEPTIC TANK REFIT DETAIL
L SCALE: N.T.S.
PIPING:
P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3034; INSTALL IN
ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY
ENGINEER.
P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH
POINTS).
P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION
OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER.
TANKS/STRUCTURES:
T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES
TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING.
T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT
MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD
DRAWINGS" (SEE GENERAL NOTES).
T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST
POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE
METHOD APPROVED BY ENGINEER.
T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM
C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON —SHRINK
GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED
TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS)
T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED
FOR(H-20) WHEEL LOADING.
T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND
LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER.
T-8) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW
INSTALLATION OF A ZABEL FILTER.
LEACHING SYSTEM:
L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED
HEREON.
L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED
HEREON.
L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF
LATERALS. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR REUSE ON SYSTEM.
L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO
CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
EROSION & SEDIMENT CONTROL:
ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH
THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN
EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION.
ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND
SEDIMENTATION.
ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY
STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER.
ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT
SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER.
ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF .IN
PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT
RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND
UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED.
ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL.
EARTHWORK & TURF ESTABLISHMENT:
ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON
THESE PLANS OR BY OWNER.
ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL
CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW
SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT
WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY.
ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE,
ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND
AS DIRECTED BY OWNER.
MISCELLANEOUS:
M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS
TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN
FOR REFERENCE ONLY.
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS;
SET 1 /2" ABOVE GRADE
8/19/03
AA
SUBMITTED FOR PERMIT TO CONSTRUCT
RUH
/ /�\/��/\/'�6" MIN.
(
DATE
REV #
ISSUED / REVISIONS
BY
�� )
REMOVABLE COVER
oF NEw yoA
WASTEWATER DETAILS
D WING:
D 1
PROVIDE ADJUSTABLE LEVELING
,
� `�� � � �
a��Otw
DEVICE ON EACH OUTLET
�P�,A
HOMESTEAD VILLAGE —LOTS #87 & #88
INLET �,
14-4" GRAVITY DISTRIBUTION LATERAL
4. 4
REPLACEMENT WASTEWATER SYSTEMS
a<a @ 0.5% MIN. SLOPE
, ,, w
LUZERNE ROAD
°_
12" MIN. OF CLEAN SAND
�e�► "
�
QUEENSBURY, NEW YORK
2" MIN. �—�OR PEA GRAVEL FOUNDATION
`' 7'`�
°F S'
JARRETT - MARTIN ENGINEERS7 PLLC
PROFESSIONAL ENGINEERING
H. THO AS JARRETT
FORT MILLER DISTRIBUTION
—
OUTLETS 4" KNOCKOUTS BOX OR EQUIVALENT
P. . # 57509
12 EAST WASHINGTON STREET PHONE: 518) 792-2907
(
iGHT02002
GLENS FALLS, N.Y. FAX: (518) 798-1864
DISTRIBUTION BOX DETAIL
ONLY OOM OF THIS WAWNG VAIH A
BUJESEAL TME
JULY 2003 PRO# 02-098 SHEET: 2 OF 2
d
_r
ALTUAIMOFTHIS DOCLAIENTEXCEK
BYAUCENSED ENO0UMAWRJL
FILE: F:\ 2098071003 HOMESTEAD VILLAGE LOTS 87 88.dwg PLOTTED / REVISED:8/19/03 12:00 PM
SCALEI N.T.S.
LOT #88 LEACHING SYSTEM
"EQUALIZER 24" INFILTRATOR
CHAMBER LATERAL (TYP.)
Too
BUIL
REVIE
DATE
I q
x n3- vnd
IR
x AUG E z Zno3
10' MIN. (TYP.)--}
x
x
LOT #87 LEACHING SY TEM
"EQUALIZER 24" INFILTRATOR -
CHAMBER LATERAL (WP.)
t
Lx
x
x x
E
x x x> -- x -- x x
1
NOTE:
EXACT LOCATIONS OF EXISTING LEACHING SYSTEMS UNKNOWN.
EXISTING SYSTEMS TO BE ABANDONED. IF EXISTING SYSTEMS
INTERFERE WITH NEW SYSTEMS THE EXISTING ARE TO BE REMOVE[
PRIOR TO CONSTRUCTION OF THE NEW SYSTEMS.
33' -0"
x
6'-0"
(TYP. )
x x x
REUSE EXISTING
1000 GAL.
SEPTIC TANK
(LOCATION APPR