2005-579 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4z Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20050579 Date Issued: Friday, December 02, 2005
This is to certify that work requested to be done as shown by Permit Number P20050579
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 -�Dap I /A' �
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: P20050579 Application Number: A20050579
'rax Map No: 523400-309-009-0002-001-000-0000
Permission is hereby granted to: 140W.STEAD VTI,I,ACTE T,P
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
Ordinance. Tyne of Construction Value
Owner Address: HOMESTEAD VILLAGE L P
4294 ROUTE 5 Septic Alteration Residential
Total Value
CALEDONIA, NY 14423
Contractor or Builder's Name /Address Electrical Inspection Agency
JARRETT-MARTIN ENCTINEERS_ PLLC
12 EAST WASHINGTON ST.
GLENS FALLS_ NY 12801-0000
Plans&Specifications
2005-579 Lot 136, Homestead Village Mobile Home Park
Septic Alteration
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, July 29, 2006
(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 wn o uee ly 29, 2005
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Application for Permit.—Septic Disposal System -
7own(?l Qneenbbw)) 7.1211rlyKoud Queenshuly, NY 1280.1 (518) 701-8256
1. OWNER INFORMATION: .................................................................._...................................._..............._....__...�
Homestead Village Trailer Park j Office Use
Location of installation: Lotl/136 - Luzerne Road l
�� Ot
Tax Map No.309.9 / 2 / 1
�P'dl
Owner's Name: Affordable Great Locations
.. ......................................................................... ......
Address: 4024 Rt. 5, Calendonia, NY 14423 RE '"D °" "' 2 8 2005
2. INSTALLER'S NAME To be determined PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate if bedroonl(i) and multiply 11
bedrooms with applicable gallons per bedroom to equal total claily,ll n EC E I V ED
Year of House: No. of Bedrooms _ x Couwutatiou = Total Daily Flow S11 AP 2005
1980 or older x 150 gal/bdrnt = 3tx-1 TOWN OF QUEENSBURYZONING OFFICE
1980- 1991 x 130 gal/bdnn =
1991 -present x 110 gal/bdrui =
Garbage Grinder Installed yes — / no X
Spa or Whirlpool Installed yes____ / no X
4. PARCEL INFORMATION: (circle applicable information &indicate measurements)
SEE PLANS
Topgg j�hy S _ a urP _Q_rPuiul Walor _Qedrocic_or hppctvious Material_ _. _ �lcr Siilrt�ly
7cr .cc nc at wh t clepth crt wh t depth c nulmc
Re, ing oc1n1 -� `Meet i`�j—feet well
Steep slope clay if wall; water supply
slope other fi-om arty septic-system
depth: absot ption is f 1.
otter _
Percolation Test: ('1'o be conrhleted by licensed professiotral engineer or architect) �!
Kate: SEE PLANS_tninute per inch
5. PROPOSED SYSTEM: For New Constnrction: All individual sewage disposal systems nwst be designed by a licensed
professional cngincer or architcct(unless ius(allcd in a Planning 13oard approved subdivision). Add 250 gallons to the sire
of the septic tank and Ieacl►Geld for each Garbage Grinder, Spa or Whirlivol Tub.
Septic Tank:SEE PLAN allon (min. size 1,000 gal)
Tile Field: each trench PEENS ft. Total System Length:__ _ fr• SEE PLANS
Seepage Pit(s): number of N/A size of each: ft, by f- SEE PLANS
Size of Stono to be,used: lI N/A / depth or thickness feet
Bed System Size: N/A x
Alternative System: N/A length and/or size
6. HOLDING TANK SYSTEM: (if required) N/A
Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNA T URE &INFORMKI'ION FOR RESPONSIBLE PERSON(please read)
For your protection, please note that pursuant to Section 136-29 of the Code of the Town
of Queensbury, any permit or approval granted which is based upon or is granted ill
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or oil behalf of an applicant, shall be void.
I have read the regulations with respect.to this application and agree,to abide by these and all
requirements of ie own of Quee is ury Sanitary Sewage Disposal Ordinance.
)96165
I nature f responsible person i Date ,
Septic Inspection Report
Office No.(518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p r
art: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: In,
NAME: PERMIT NO.: 05_ ! 9
LOCATION: C 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 ft.
Other wells: $.
Absorption Field: Total length ft.
Length of each trench ft.
D th 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/N/Partial
End Caps
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
Location of System on Property:
Front Rear Left Side Right Side Aeclf-d Ce �—
Middle Front Middle Rear
S stem Use t tus•
_ Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Last revised 1/6/05
NACE ENGINEERING, P.C.
169 Haviland Road, Queensbury, NY 12804
Phone-518-745-4400 Fax -518-792-8511 az()s L
s�
October 6, 2005
Job# 49189
New York State Dept. of Health
77 Mohican Street
Glens Falls,NY 12801
RE: Homestead Village Trailer Park- Queensbury (T), Warren County
136 Adirondack Street
Gentlemen:
This letter is to inform you that I inspected the completed septic system for the house at
136 Adirondack Street in the Homestead Village Trailer Park on September 28, 2005.
A percolation test was performed on 9/28/05; the stabilized percolation rate observed within the
replacement area was 5 minute 06 seconds. Based on these percolation tests the required
absorption field trench length is 138 linear feet.
The septic system as installed was for a three bedroom house and consisted of a 1,000 gallon
septic tank and 174 lineal feet of absorption trench constructed with infiltrators. The system
conforms to the requirements of the approved replacement system design drawings.
Please call me if you have any questions or concerns.
Sincerely,
Thomas R. Center, PE
cc: Dave Hatin, Town of Queensbury
Jay Sweet, Queensbury Septic
Septic Inspection Report
Office No.(518) 761-8256 Date Inspection re st re i ed: _
Queensbury Building&Code Enforcement Arrive: m/pm rt: p�
742 Bay Rd.,Queensbury,NY 12804 Inspector's Init'a
NAME: � t� �kAn �>> �(-, IT NO.:
LOCATION: l ��,� �,� � �--� SPECT ON: p --- —p_
RECHECK: f�
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: $,
Absorption Field: Total length ft.
Length of each trench $.
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/N/Partial
End Caps
Location/Separations
Foundation to tank fk
Foundation to absorption ft.
Separation of Pits ft.
orms as per Ian N
Engineer Re o s-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Fro Middle Rear
System Use St us:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
Last revised 1/6/05
NACE ENGINEERING., P.
C.
169 Haviland Road, Queensbury, NY 12804
Phone-518-745-4400 Fax - 518-792-8511
October 6, 2005
Job# 49189
New York State Dept. of Health
77 Mohican Street
Glens Falls,NY 12801
RE: Homestead Village Trailer Park- Queensbury (T), Warren County
136 Adirondack Street
Gentlemen:
This letter is to inform you that I inspected the completed septic system for the house at
136 Adirondack Street in the Homestead Village Trailer Park on September 28, 2005.
A percolation test was performed on 9/28/05; the stabilized percolation rate observed within the
replacement area was 5 minute 06 seconds. Based on these percolation tests the required
absorption field trench length is 138 linear feet.
The septic system as installed was for a three bedroom house and consisted of a 1,000 gallon
septic tank and 174 lineal feet of absorption trench constructed with infiltrators. The system
conforms to the requirements of the approved replacement system design drawings.
Please call me if you have any questions or concerns.
Sincerely,
Thomas R. Center, PE
cc: Dave Hatin, Town of Queensbury
Jay Sweet, Queensbury Septic
Septic Inspection Report y..-
1�
Office No. (518)761-8256 Date Inspection re uestxec ved: 7 J
Queensbury Building&Code Enforcement Arrive: - . De �, � ml
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s:
NAME: �`1'� Tl t�l 11� PERMIT NO.: "^ 1s- -7
LOCATION: .�« t� \kS �-)FY .�_, ' INSPECT ON: -
RECHECK:
Comments and/or diagram
Soil Type: and am/Clay-
Type of Water: Municipal/Well Water
Waterline separation distance ft•
Well separation distance ft.
Other wells: ft.
Absorption Field: Total len h ft.
Length of each trench cJ --,-ft.
Depth of trenches " ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping VSize Type
Buildingto tank � V C
Tank to Distribution Box `.
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
Location/Separations.—
Foundation to tank ft•
Foundation to absorption
Separation of Pits ft.
Conforms as per Plot Plan Y N
Location of System on Property:
Front Rear Left SideRight Side
Middle Front Middle Rear
System Use Status:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved -?
US ueHerni ngway\B Ad ing.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
?-/ 0
Septic Inspection Report
Office No.(518)761-8256 Date Inspection re est r c ' e
Queensbury Building&Code Enforcement Arrive: am/p epart:
742 Bay Rd.,Queensbury,NY 12804 Inspector's In al <
NAME: ---4r)k D
IT NO.:
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.
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/N/Partial
End Caps
Location/Separations
Foundation to tank
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right S'
Middle Front Middle R
System Use St us:
pp ci
Pa 1 Approved and needs to be re-inspected,please call the Building&Codes Office
sapproved
Last revised 116105
� � - k -
---------------------
Septic Inspection Report
r
Office No.(518) 761-8256 Date InspectioOSPECT
' e
Queensbury Building&Code Enforcement Arrive: part: am/ m
742 Bay Rd., Queensbury,NY 12804 Inspector's Ini j
NAME: (� •� O.:
LOCATION: ON:
RECHECK:
Comments an or a ram
Soil Typ o /Clay
Type of Water unici al/ ell Water
Waterline sep ft.
Well separation distance _ ft•
Other wells: ft•
Absorption Field: Total length —ft. 1 V-
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 f
Distribution Box t ield/Pit_ \0V%\:XwVfzV-J
Opening Sealed Partial
End Caps
Location/Separations
"IVAti eandmriowto tank ft•
Foundation to absorption ft.
Separation of Pits ft•
Con fo s r Plot Plan N
n ineer Re ort a As- uilt Y VIR
Location of System on Property:
Front Rear Left Sid Right Side
Middle Front Middle Rear
System Use Status:
---', pproved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Last revised 1/6/05
DC)NSTATE OF NEW YORK
DEPARTMENT OF HEALTH
Glens Falls District Office
77 Mohican Street, Glens Falls NY 12801 (518)793-3893 Fax(518)793-0427
Antonia C. Novello,M.D.,M.P.H.,Dr.P.H. Dennis P.Whalen
Commissioner 'Coflfxppfuft �missioner
COMMUNITY gEVEWPMENT
September 9, 2005 RECEIVED
Mr. Thomas Jarrett, P.E. SEP 1 3 ?005
F 12 East Washington Street ACO ZONING
Glens Falls,NY 12801 8&C�PLANNING
' Re: Letter of Approval FM EXEC. DIR.
On-site Wastewater Treatment System(OWTS)Remediation
Homestead Village MHP—Lot 136 and Lot 87
Town of Queensbury, Warren County
Dear Mr. Harding,
We have this day approved plans for the remediation of the failed OWTS serving
Homestead Village MHP—Lot 136 and Lot 87. The approved plans were designed by Jarrett-
Martin Engineers, PLLC and titled as follows:
• Homestead Village - Lot 136 Replacement Wastewater Treatment System, sheets Cl
and D1,most recently dated July 13, 2005
• Homestead Village—Lot 87 Replacement Wastewater Treatment System, sheets Cl
and D1, most recently dated July 13, 2005
This approval is conditional upon the following:
1. That construction be completed in accordance with the approved plans;
2. that a design professional licensed in the state of New York certify that construction was
completed according to the approved plans. This certification shall be submitted to the Glens
Falls District Office of the Department of Health and to the Town of Queensbury Building
Department;
3. that this approval will expire in two years from the date of this correspondence. After that
date,resubmittal will be necessary to obtain Department approval to begin construction;
If you have any questions regarding this approval,please call Mike Shaw at the Department of
Health at 793-3893.
Sincerely,
/ 4.;vi G
Mike Shaw
Seniorhave
Sanitary Engineer
cc: omestead Village Management
Hatin, Town of Queensbury
Anita Gabalski,DOH
Kristen Sayers,DOH
Homestead Village Management
P.O. Box 159
Avon, NY 14414
v�wu.NOTES:
1000 GAL. SEPTIC TANK
P10TE: (EXISTING SEPTIC TANK
t MAY BE REUSED PROVIDED G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER.
EXACT LOGTIONS OF EXISTING LEACHING SYSTEMS UIWtNOWN. m TAM( IS STRUCTURALLY G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION COIRACT dG SAFELY NEW PORK
EXISTING SYSTEMS TO BE ABANDONED. If EXISTING SYSTEMS STABLE AND WATER TIGHT)
INTERFERE WITH NEW SYSTEMS THE EXISTING ARE TO BE REMOVED AND RECORD FILE/. VERIFY BUILDING CONNECTIONS. LOCATION AND ELE1Y1TgN, PRIOR TO INITIATING
;x PRIOR TO CONSTRUCTION OF THE NEW SYSTEMS. CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER MAEDIATELY.
NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED
4' PVC EFFLUENT LINE
SF !C 01.0% MIN. SLOPE _
.^ •` �>•*. THE SYSTEM WAS
CONSTRCUICIET DD((NO DES13NOR SMALL SUPPLY THE OWNER CHANGES PERMITTED ITH A RECORD COPY OF THESE WITHOUT PLANSWITHOUT PRIOR APPROVAL Of ENGINEER~AND APPROVAL
D-BOX
'.: 0-4)CONSTRUCTION OF NEW PIPING.TANKS AND LEACHING SYSTEM SH%LL BE IN CONFORMANCE WITH THE NEW
4- PVC DISTRIBUTION PIPING YORK STATE DEPARTMENT OF HEALTH,TOWN OF QUEENSBURY.AND DEWLS/SPECS ON THESE DOCUMENTS.
yE !> 60.5%MIN. SLOPE CONFLICTS SMALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION.
G-5)FROM A GENERAL UNDERSTANDING BETWEEN THE TOWN OF QUEEWAURY.THE NEW YORK STATE DEPT.OF
HEALTH AND THIS OFFICE WHEN INSTALLING LEACHING SYSTEMS AM MENT TO MOBILE HOMES WITHOUT FULL
FOUNDATIONS(BASEMENTS)THE REQUIRED HORIZONTAL 20' SETBACK BEWTEEN THE LEACHING SYSTEM AND THE
.'SP _ i't {�,• -{ STRUCTURE MAY BE WANED WHEN SPACE CONSTRAINTS EXIST.
APPROXIMATE
SUBSURFACE INVESTIGATION(LOT 136):
10, TIN. ' TEST PIT A3
10' MN. 0 - 7- DARK BROWN TOPSOIL
7 - 19' RED/BROWNFINE SAID
19 - 73'GRAY FINE SAND
73' GRAY COARSE SAND
1
LOCATION PLAN NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER
x a
`�
SCALE: T.S. I {';'., -•i• '{ TEST PIT 84
{. ;' F� 0 - 5' DARK SANDY TOPSOIL
{ 5- 12' RED BROWN FINE SAND
58.31'
� iT- 73'GREY COARSE SAND
2 �.._ ::�.. •i W 73' GREY COARSE SAND
O7 5pif
_ 2, TYP f.= I MOTTLING 073%
o a
PERCOLATION ICU-0
TEST SOIL-DEPTH;E GRADED GREY SAND
STABILIZED PERCOLATION RATE Of 0 MINUTES 42 SECONDS.
P
1S - p; •:{ PERCOLiT�N TEST
TEST DEPTH: 17'
SOIL: GREY FINE SAND
STABILIZED PERCOLATION RATE OF 0 MINUTES 39 SECONDS.
.
' DESIGN INFORMATION(LOT X136):
L+ :.
( ) DESIGN BASIS
NEW YORK STATE DEPARTMENT OF HEALTH
LOT /136 LEACHING TOWN OF QUEENSBURY
5 SYSTEM"EQUALIZER
WATER SUPPLY
10 24" INFTLITOITOR NODODOCUMENTED POTABLE WATER SUPPLY SOURCES
CHAMBER LATERAL
�) LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL
E SYSTEM. LOT/136 AND THE NEIGHBORING TRAILERS ARE SERVED BY A
MUNICIPAL WATER SYSTEM.
= 4'PVCQ00 DESIGN FLAW
YORK, ! 1.EPAaTI �OF�TM TwFr
NEW WATER VALVE PIPnNG WATER VALVE S RESIDENCE
1 GLENS ALLS D{STM r`/1`. ( BEDROOMS x FIXTURES
GPD/BEDROOM 300 CPO
(WATER SAVER FUTTURES RECOMMENOEO, HOWEVER 750 GPD/BEDROOM
A• " . t�� USED PER TOWN of O,EENSBURY REQUIREMENTS)
C OF CUT AND FILL ^
E Dated _ J -� /�J,J SEPTIC TANK
�I�' (`�. �� REDS GALLONS(MAN.) CAPACITY FOR T BEDROOM RESIDENCE
These
� LL� REUSE EXISTING 1000 GALLON SEPTIC TANK.
�l —EDGE OF PAVEMENI LEACHING SYSTEM (FIELD) (CUT do FILL)
J�e� ✓^./ e / 301)GPO =. 0.9 GPD/SO. FT. - 333.33 SO. FT. REWD
are h b, ' 'r'T7 / 333.3 M0. FT. t 2 PERCOLATION PATE FILL MATERIAL)
"EQUAL 5q. FT. ► FI WIDE TRENCH REQUIRED.
' MINIMUM OF
'EQUALIZER 24' INFILTRATOR TRENCH REQUIRED.
(3) LATERALS EACH 58.31' FT. LONG TO BE PROVIDED
E -EQUALIZER 24- INFILTRATOR LATERALS EACH (7) UNITS LONG
i Om d I'Moflh TOTAL OF 174.93 FT. OF 'EQUALIZER 24' INFILTRATOR TRENCH TO BE
E r PROVIDED.
0 �R P� 2
N SURY TOWN OF OUSE EFFLUENT
�pO GRAVITY DOSING DISTRIBUTION VIA 'D-BOX-FROM SEPTIC TANK.
o HrABTEWATER PLNw cRApHIC gCpyL COMMUNITY DEVELOPMENT
, ,>�.
` 10 0 S 10 ID 40 RECEIVED
MISCELLANEOUS
A EXACT LOCATION OF EXISTING
ES AND �n OF SEP 132005 LOCATIONS TO B FIELD VERIFIED TIME LINES. EFFLUENT
OIO � � �
PIPING ARE SHOWN FOR REFERENCE ONLY.
9 � ACO ZONING
•- EXISTING / BY OTHERS:
(exTetkV Teoturn denoted by lower cote ItttedAg) B&C
16
en PLANNING
NEW / PROPOSED IN THIS DESIGN: FM EXEC.DIR. 9/06M5 ISSUED FOR CONSTRUCTION RUH
07/13/05 A SUBMITTED FOR PERMITAPPROVAL RUH
E MUNICIPAL WATER LINE: r
0 SILT FENCE / EROSION CONTROL:
DATE REV# ISSUED/REVISIONS II BY
TEST HALE: B OF NE
PERCOLATION TEST: SITE PLAN C7
mw"I
DETAIL REFERENCE TAG: " 1 � J HOMESTEAD VILLAGE-LOT#136
D, SEE DRAI»a If IN MAIL � REPLACEME UZERNEROADATER SYSTEM
m BEV&Al OUEENSBURY,NEW YORK
Lu
DETAIL REFERENCE TAG: D1 y
91. SEEE DRAWIM0 f FOR DETAIL JARREW - MARTIN ENGINEERS, PLLC
�Dl
cuT H.THOMASJARRETf PROFESSIONAL ENGINEERING
P.E.#575M 12 EAST WASHINGTON STREET PHONE:(518)792-2907
SECTION REFERENCE TAG: LETTER COPYRGHT 02W5 GLENS FALLS,N.Y. FAX:(518)79&IWA
RABINe/roR SECTION :Emw:�o®"muc APRIL 2005 PRO#02-098 SHEET:1 OF 3
O ��D
"1101"TON Of'""°0m O1� FIE:F.WME0415M HOA£STM LOT#IW DWG PLOTTED/REUSED 900 3t3D PM
w�uaxm wxwea�upwnw
Li
r
areL.IrHA.rA ILL�Iva:
PIPING:
P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HOPE (POLYETHYLENE) SOR 17.ASTM 03034; INSTALL IN
ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY
FINISHED GRADE; CROWN GRADE OVER ENGINEER.
LEACHING SYSTEM TO SHED SURFACE
EXISTING 2�3 WATER AWAY FROM LEACHING SYSTEM AREA ABOVE BE HING FILLED POINTS).ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH
GRADE (TYP.) "EQUALIZER 24" INFILTRATOR )•
WITH NATIVE SOIL
CHAMBER LATERAL (TfP.) 6'-0" (NP) 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,
//\\ \\ \\ \ \\ \\ \ \ \ \ \ \ \j\\�\\//\�//\\//\\\ ' TANKS/STRUCTURES,
\/\� �30�MAX//\ \//\//\// / // /\//�///\///\////ice/%/\///\%\\�i\/ T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.. INC., OR EOUNALENT. REFERENCES
/\//i\i /\\ \\ \ \ \ \ \ \ \ \ \ TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING
/ ///' r ':I a �" `\\\\\\ \�i\\\\\\\�\/\\/\\!\\' 7-2)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT\� \\ \ \\�\\ \\` \'\\ r " ' Cl .� , /'/�//�//\//\// /�\//\\/�,/\� MARKER(S)OVER COVER(5),AND MEASUREMENT 'TIES'TO PERMANENT STRUCTURES SHOWN ON THE `RECORD
\ \ \ \�/\ '- \ \ \ \ DRAWINGS`(SEE GENERAL NOTES).
2 7-3 ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATKNS 5 HALL BE ANCHORED AGAINST
� POSSIBLE FLOTATION USING HEAVY DUN TANKS W/ B`EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE
�\ •�f,• /\/\/\/�/\/\//'\// METHOD APPROVED BY ENGINEER.
M /\\\/\\\\/\ /\/\\ \\ \\'\\ \\ \\•\\ \\ \` \\ \\ \\ \\•\\\� \\ \\ \\ \\ \\I\\V\\ \\�\\ \\ \/\\/\�/ /i\\� T-4)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE/ //\//\//\//\//\ \//\/\//\//\/i\ \ \ \ \ \//\//.//\//\// //\//\//\i/\/i\/�\//\//\ /\//\/\/ / \ Ct227). WALL PENETRATIONS SHALL BE SLEEVED;SLEEVE TO BE SEALED 0 THE TWAL GWRH0NNTS
0 (AST
\\/\�!\\i\/� �\ \\ � //� N SHRNK
/ / /� \/�%%j \/\ GROUT,AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT EIASTOMERIC 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.
1--
Lj .T EN SECTION CUT t FILL 7-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO(RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
�""°rta 5 - 10 MIN/INCH
= PERCOLATION RATE T-7)ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND
o FILL MATERIAL _ LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER.
7-8) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW
INSTALLATION OF A ZABEL FILTER.
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LEACHING SYSTEM:
L7l) LEACH FIELDA8 SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWIS co HEREON. E DIRECTED
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WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME h COVER; L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED
SYRACUSE CASTINGS #1502 OR EQUIVALENT; HEREON.
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GRADE TO DRAIN AWAY FROM COVER
WATERTIGHT SEALED L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF
CONCRETE PLUG 24" FINISHED GRADE 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
24" MIN. PRECAST CONCRETE RISER AS REQUIRED
CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
SOIL LINE FROM HOUSE TO BE 12 MIN• NON-SHRINK L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
`> INSTALLED AS SHOWN ON DRAWING C2 T 4` OUTLET TEE GROUT EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
INLET 3" MODEL A1801-408 RESIDENTIAL
"MEL" FILTER OR EQUIVALENT OUTLET-
WASTEWATER SYSTEM USE:
rn _ OUTLET
E NATIVE BACKFILL 18 18. U-1) NEW WASTEWATER DISPOSAL SYSTEM IS DESIGNED FOR DOMESTIC SANITARY WASTE ONLY AT A
00 THOROUGHLY COMPACTED 15• EFFLUENT LINE 4" PVC PIPE GENERATION RATE OF NO MORE THAN 110 GALLONS PER DAY PER BEDROOM. LOW FLOW WATER FIXTURES
00 18" MIN. (I.E. 1.6 GAL/FLUSH TOILETS, 2-3 GALLON PER MINUTE FAUCETS AND SHOWER HEADS, ETC.) MUST BE
0) EFFLUENT FILTE INSTALL NEW INLET AND OUTLET INSTALLED THROUGHOUT THE RESIDENCE/FACILITY. DRAINAGE FROM FLOOR DRAINS, FOOTING DRAINS, SAVE
01 PIPING AS SHOWN ON DRAWING C2 TROUGHS, AND BACKWASH WATER FROM SWIMMING POOLS, WHIRLPOOLS. JACUZZIS, WATER SOFTENERS AND
o i Ty NOTE; WATER TREATMENT SYSTEM MUST BE DISPOSED OF OTHERWISE AT THE DIRECTION OF THE OWNER.
8 FORT MILLER HEAVY DUTY
� �0PRECAST SEPTIC TANK OR IFEXISTING SEPTIC TA CONTAINS A PRECAST CONCRETE TEE OUTLET
EQUIVALENT (HZO LOADING)12' MIN INSTEAD OF A 4" ASTHC SANITARY TEE SUBSTITUTE ZABEL FILTER
31 1 RMODEL A1807-408 FOR MODEL A1801-408.
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v° INLET RUH
0 0 4"GRAVITY DISTRIBUTION LATERAL 4- PVC DISTRIBUTOR
e 0.5X MIN. SLOPE DATE REV#N ISSUED/REVISIONS BY
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CL o OUTLETS - 4' KNOCKOUTS BOX OR EQUIVALENT R'EQUALIZER 24" INFILTRATOR CNANBER DETAIL QUEENSBURY,NEW PORK
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EROSION&SEDIMENT CONTROL:
GEOTEXTILE FABRIC: ES-1)ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION M ACCORDANCE WITH
FILTER X. MIRAFI 1DOx, THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS,AND THE URBAN
STABLINKA T140N, EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION.
OR EQUMALENT; OVERLAP
dr TIE JOINTS 6• MINIMUM ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND
SEDIMENTATION.
GEOT(SEE xTIUEBEDDING
FABRIC ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY
SEE BEDDING DETAIL) STEEL OR 2" x 2'
( STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER.
SHEET FLOW DRAINAGE HARDWOOD POSTS
24• MAX. (IYP.) ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT
I I I I
SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER,
TYPICAL ES-5)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/DR SEDIMENTATION IS EVIDENT, INCLUDING IF IN
TIE POINTS 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.
BUTT BALES TOGETHER, I.E.: NO GAP ES-6) CONTRACTOR TO DETERMINE -BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO ENGINEER FOR APPROVAL.
LAYOUT FOR SHEET FLOW DRAINAGE I--5' MAXIMUM--I EARTHWORK&TURF ESTABLISHMENT:
ET-I)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON
SECURELY FASTEN WIRE THESE PLANS OR BY OWNER.
FENCE TO POSTS ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH;CONTACT LOCAL SOIL
3 FABRIC TO FENCE
CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
O
(0 GEOTEXTILE FABRIC WRAPPED ET-3) SURFACE DRAINAGE SNAIL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW
"O AROUND HAY BALES, AS SHOWN ABOVE SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT
STEEL OR WOOD POST STEEL OR WOOD POST WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY.
I- 2" x 2" HARDWOOD STAKES OR RE-BARS WITH WOVEN WIRE FENCE WTTH WOVEN WIRE FENCE ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES R PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE,
O DRIVEN FLUSH WITH BALE; 2 STAKES (14.5 GAUGE MIN.; (14.5 GAUGE MIN.; ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES AS PRACTICAL AND
J
PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED �6" MESH SPACING) TI` 8 MESH LNG AS DIRECTED BY OWNER.
4' MIN. 1'-� '.=4. `FLOW . 4• --FLOW
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THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW (1 YEAR MAXIMUM)FOR EROSION CONTROL-
CONCENTRATED FLOW ON DISTURBED SOILS,FAY BALE DIKES ARE NOT SUITABLE FOR
p STREAM CHANNELS, 2.50.T FENCE STALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE POND NG EFFICENCY,
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NAY BALE DIES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION 3.NSPECT AND REPAIR FENCE AFTER EACH STORM EVENT ANp REMOVE SEDIMENT AS WEEDER 9'
CONTROL. (MAX.)RECOMMENDED STORAGE HEIGHT.
4.REMOVED SEDIMENT SIMLL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
ry OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
0
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9/D6/05 n1 ISSUED FOR CONSTRUCTION RUH
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E COMMUNITY DIVILOPMENY DATE REV# ISSUED/REVISIONS BY
v NOTES: RECEIVED
N THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW �I EROSION CONTROL DETAILS EC1
N DRAINAGE ON MODERATE SLOPES, OR AS A CHECK MIA SEDIMENT TRAP IN A (' I� q
DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILM. dEl 1 ZOO HOMESTEAD VILLAGE-LOT#136
m •A•TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2-5 OR REPLACEMENT WASTEWATER SYSTEM
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Tz GREATER FOR PERMANENT EARTH DIKES.
ACp 20NING QUEENSBURY,NEW YORK
m 'B"TO BE HEIGHT SHOWN ON PUN OR EQUAL TO HEIGHT OF ADJOINING
B&C PLANNING
o GROUND OR MAXIMUM 18• HIGH. FM EXEC.DIR.
a JARRETT - MARTIN ENGINEERS, PLLC
N H.THOMAS JARRET7 PROFESSIONAL ENGINEERING
P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792.2907
N EARTH DIKE copYRIGHT®2005 GLENS FALLS,N.Y. FAX:(518)798-1864
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