2003-698 TOWN OF QUEENSBURY,
742 Bay Road,'Queensbig,NY12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
_ ERTL I,CH .0F.�C_0M
{ Pe:'nut Number: �P20030698 : = DateIssued: :.Wednesday;Qctaber 12,20Q5
Thts:is..to cerdfythatrworkrequested to be,done as shown by Pe' Number: ' P2003064$
has been completed.: .
.._ Tax_Map Number: 523400-309.009'0002.001.000-0000
: Location:. 200, LUZERNE Rd
Owner:: HOMESTEAD VILLAGE L P .
ant.�., HOMESTEAD.VILLAGE L P
:.. _ . =This structure may be occupied as a: ;
:. Septic Alteration Residential
L ._:90'�� By.Order of Town Board
- ! TOWN OF QUEENSBURY
r,
_ . Issuance.of,this,C`ertificate of Compliance DOES NOT relieve the
.: . :,. pxoperty.owner.of:the-responsibility for compliance with Site Plan,
_ nd conditions as -result ppsVar ; h. 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: P20030698 Application Number: A20030698
Tax Map No: 523400-309-009-0002-001-000-0000
Permission is hereby granted to: HOMESTEAD VII JACTF 1,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. Type of Construction Value
Owner Address: HOMESTEAD VILLAGE L P Septic Alteration R6sidential
4294 ROUTE 5 Total Value
CALEDONIA, NY 14423
Contractor or Builder's Name /Address Electrical Inspection Agency
T.B.S. SEPTIC
2 LOWER WARREN STREET
OUEENSBURY. NY
Plans&Specifications
2003-698 LOT 87 HOMESTEAD VILLAGE
SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS
$25.00 PERMIT FEE PAID-THIS PERMIT EXPIRESe Monday,August 23, 2004
(if a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town bf Queensbury before the expiration date.)
Saturday,Dated at wn of ens ury-,, -/V. Saturday,August 23, 2003
s r"
SIGNED Y for the Town of Queensbury.
ro
Director of Bu ding&tde Enforcement
Application for Permit—Septic Disposal Systotn
;(own of Quec.nsbilly 7•12 Baylkracl Queensbui:"NY 1280.1 (.518) 761-8256
I. OWNER INFORMATION: —.._.. —_....__._._.._.__ _ ....._-----
...
Homestead Village Trailer Park Office Use
Location of installation: T n.t# 97, T t r7.Prrnp Rd_ f �}
r ilo Permit No._ 3 `-6
Tax Map No,309.9 ! 2 t 1
Fee Paid
Owner's Name:_Affordable Great Locations
Address: 4204'RL 5, Cal edon!a, NY 14423
2.. INSTALLER'S NAME T73,S Sppt- e. PHONE NO._798-8194
3. RESIDENCE INFORMATION: (circle year of dwelling,indicate 11 bedroon/(t)and multiply ll of
bedrooms with applicable gallons per bedroom to equal total daily./lo►v) See Plans
Your of House: No. of Bedroogis x Computation = Total Daily Flow
1980 or older x ISO gal/bdrni =
1980.—1991 x 130 gal/bdriu =
1991 —present x I.ID gal/bdrin
Garbage Grinder Installed yes u / 110
Spa or Whirlpool Installed yes_ / no
4. PARCEL INFORMATION: (circle applicablo information &indicate measurements) See Plans
Tops?Bizl�l�y SQiI l�ta�tirq —nrpts�scl Water I3ecSrocic or 1iiit;t9:•vious Material Dom,- tic,Water Sup;sly f
1,7e11 sand at whet clepttr it u,llcrt cleptl/ T-m7N7fct1lU1
Rolling locum ' - feet Jett well
Steep slope clay if well; hater supply
—%slope other Jrom any septic-system
depth: absotplion is f[.
other
Percolation Test: (To be completed by licensed professional engineer or architect)
Rate: minute per inch
5. PROPOSED SYSTEM: For New Canstruclion: All iltdivid,ual selvage disposal systems Must be designed by a licensed
proressional engineer or'archilect(tmless installed io a Plaulliog Board approved subdivision).. Add 250 gallons to the size
or the septic lank and Icach Iicld rot•cacti Garbage Grinder,Spa or Whirlpool.1'ub. See Plans
Septic Tank: gallon('!ni/r.size 1,000 gcrl)
Tile Field: each trench fT. . 'Total System Length: �Jt.
Seepage Pit(s): number of size ofeach: ft. by fJ.
Sizo of Stone to bo used: 1/• 4 depth or thickness Jeet
Bed System Size: x.
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required) See Plans
Number oftatiks: C Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
olcc 6&I-nispect:on,agoncy.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please onto that pursuant to Section 136-29 of the Code of tho Town
of Queeiisbury, any permit or approval granted which is based upon or is granted iu
reliance upon any material misrepresentation or failure to stake a material fact or
clrcuoistauce.k110wn by or.on behalf of an applicant;shall be void.
I have read tho regulations with respect to this application and agree to abide by these and all
requirements le Town of Queensbury Sanitary Sewage Disposal Ordinance.
Signa re W responsible person oate
Septic Inspection Report
Office No. (518)761-8256 Date Inspection quest c Inspection
c
Queensbury Building&Code Enforcement Arrive: a epart: am/pm
1
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia
NAME: C-3 t-k E iq7MGD ERMIT NO.:. 2-z>y) tjq"E-1->
LOCATION: 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: ft.
-Absorption Field: Total length ft.
Length of each trench
-Depth of trenches
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 ft.
Foundation to absorption ft.
Separation of Pits
Con o lot Plan V, N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Stat
<p R Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Last revised 116105
J D D D D
' H Thomas'Jarrett;,RE'
Frofesszonal.Engineerzng " :, Kenneth Martm;,P E';"
''� RY
COfii�?'"` NT
October 1a,2005' '.` FUNR
Town of Queensbury r Aqx
JL'�
- Attn:,,. Mr.'David Hahn- '
-o
142 Bay Road —
:>
Oueensbury,•NY 12804 :
Re: Homestead Village _
` Replacemernt'Residential Wastewater Disposal System Lot#87,
JM 02a-498
;.
'Dear pave: ;
This letter is,to.cert fy that this officethas observed portions of. e.,constructiori of the•residential
--wastewater disposal system foi-Lof#87 =--Homestead Yillagc'located on I:ffie Road in;the `
town'# ueerisb `The canstruction bf:the wastewater dls owl's stcm_a ears:to Have,been
Q mY '. p y_ pp,
constructed iri`substaritial conformance with the design drawings prepared by AM ;office(dated:
9/06/05):and apipraved,by both tire,town.of Queensbury and the New York•State.Department of
Health. .One minor deviatiori-fromlthe design plans'uTas noted,the 4"''PVC equalization piping
located at the'distal eiia:'of the leaching systen'.was omitted ,This omission Ys-iiot deeiied;to beta
t
significant cliarige from the design-plans that would adversely affect the long term function
the system 1
'If you have'any questions cir comments regarding the above :please da not hesitate to contact us
at 792-2907.. 4
Sincerely,,
3?dtRET TA tZTII _NGIh�,l'
-Robert U'.Holmes iI,'P:E.
ProjectEiig veer. '.
CC: Clyde-Shemian-Homestead Village,
Jeff,'Cohen-=Affordable.:Great:Locatii tis. r
Dan Drellos—;Sanitary'Sewer Services
N ke Shaw;NYSDOH
F:iDataFile�2002 Project Tilee12' Comm&Res►d Wastewater Pra3eetslCornmerCi 1 W W;Systemsi02-b98'Hoine'stead Village wwut
87102098'•104705 Homestead Lot 87 Const Celt-Letter doc -
12 East Washington St. • Glens Falls, NY,12801
518 792-2907/518 798-1864`'Fax t *I' dntedonRecidedPaper-
Septic Inspection Report
Office No. (518)761-8256 Date Inspection re est eiv r e
epa, ja
StV
Queensbury Building&Code Enforcement Arrive: m/p, e art:
p
a s .00"
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s-
NAME: IT NO.:
SP CT 0
SPECT ON:LOCATION: ]EAM —0-C
RECHECK.
Comments and/or diagram
Soil Typ Sander LCIay
Type o nigi a', Well Water
Waterline separat—io—n—atgance V ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length V7 ft.
Length of each trench
Z6
-Depth of trenches
Size of Stone
Seepage Pits: Number
Size:
Stone Size:
Piping Size Type
Building to tank it
Tank to Distribution Box et j r
Distribution Box tp-Field 1Pt'
Opening Seale / artial
End Cape
Location/Separations
Foundation to tank
Foundation to absorption
Separation of Pits 111fV
Con o er Plot Plan _Vol N
Englineer Re ort).and As-Built Y j N
Location of System on Property:
Front Rear Left Side-- i ight Side
Middle Front Middle Rear
System Use Status-
Approved
Partial Approved and needs to be re-inspected,please call the Building& Codes Office
Disapproved N �— CN V I, —
Last revised 1/6/05
OENERAL NOTES:
APPROXIMATE
M LOCATION PLAN
SCALE: N.T.S.
LEGEND:
EXISTING / BY OTHERS:
(existing features denoted by lower case lettering)
NEW / PROPOSED IN THIS DESIGN:
MUNICIPAL WATER LINE:
W
EXISTING FENCE:
TEST HOLE:
B
PERCOLATION TEST:
O
DRAWING /
DETAIL REFERENCE TAG:
NOTE: s-1
D1
SEE DRAWING jl FOR DETAIL
DETAIL /
2
DETAIL REFERENCE TAG;
D1
SEE DRAWING / FOR DETAIL
SECTION CUT DIRECTION
SECTION REFERENCE TAG:
secTDN ETTER
tD1
SEE DRAWING 0 FOR SECTION
NOTE:
APPROXIMATE EXACT LOCATIONS OF EXISTING LEACHING SYSTEMS UNKNOWN.
EXISTING MS TO BE G SYSTEMS
INTERFERE WITH NEW SYSTEMSTHENEXISTING ARE TO BE REMOVED
PRIOR TO CONSTRUCTION OF THE NEW SYSTEMS,
4' PVC BUILDING SEWER
02.0% MIN. SLOPE
NEW 100D GAL
2 SEPTIC TANK
\\D1 (LOCATION APPROX.)
10,
MIN. e PO �1
T.P. /1
4- PVC EFF DENT LINE
(UNIT #88) - EXISTING MOBILE HOME 01.OX IN. SLOPE
NO BASEMENT
10, MIN.
x 41,55'
i i A
D,
C x W
I
.T, 02
1 �
x \EXISTING
j B,-D" L
(TYP.)FENCE
LOT r HING
SYSTE?"EQUA MLIZER
24" INFILTRATOR
°t CHAMBER LATERAL
c (TYP,)
RWABTEWATER PLAN
BULL wIMC SW
-v ♦ w
. _ 5ejp Z . W5 BMW
MM 410 AMIUVIIIIIIIIINaMU
4- PVC DISTRIBUTION
PIPING OO.Stt MIN,
SLOPE MP.)
4' PVC
EOUALG
PIPING
GRAPHIC SCALE
10 0 5 10 20 40
( RImv)
TOWN OF OU19N UNY
COMMPNa I-rY�q 9[ &PPMENT
R9V11"VeD
SEP 13 2005
ACQ /� t0NIN0
B & C PLANNING.
FM EXEC. DIR.___.
G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER
0-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK
AND RECORD FILE E. 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 COMMONS ARE NOT AS INDICATED.
0-3) CONTRACTOR SMALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
CONSTRUCTS (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.
0-6) DESIGN CALCULATIONS BASED ON RESULTS OF SUBSURFACE INVESTIGATIONS PERFORMEp AT NEAR BY
LOCATIONS
0-7) 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 SEWTEEN THE LEACHING SYSTEM AND THE
STRUCTURE MAY BE WAIVED WHEN SPACE CONSTRAINTS EXIST.
SUBSURFACE INVESTIGATION(LOT 87)
TEST RIT Y1
0 - 1 B" DARK BROWN SANDY TOPSOIL
IS- 30" BROWN SAND VERY FINE
30- 72" GREY FINE SAND
NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER
TEST PIT Y2
D - 17' DARK SANDY TOPSOIL
17- 32" RED BROWN FINE SAND
32- 72" GREY COARSE SANG
NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER
PERCOLATION T SI Al
TEST DEPTH: 28'
SOIL: RED BROWN FINE SAND
STABILIZED PERCOLATION RATE OF 3 MINUTES 03 SECONDS.
PERCOLATION T I:T 92
TEST DEPTH: 30'
SOIL: RED/BROWN FINE SAND
STABILIZED PERCOLATION RATE OF 3 MINUTES 42 SECONDS.
DESIGN INFORMATION (LOT 0":
DEStGN BASIS
NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF OUEENSBURY
POTABLE WATER SUPPLY
NO DOCUMENTED POTABLE WATER SUPPLY SOURCES
LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL
SYSTEM. LOT 187 AND THE NEIGH80RING TRAILERS ARE SERVED BY A
MUNICIPAL WATER SYSTEM,
DESIGN FLOW
2 BEDROOMS x 150 GPD/BEDROOM . 3DD GPD
(WATER SAVER FIXTURES RECOMMENDED, HOWEVER 150 OPD/BEDROOM
USED PER TOWN OF OUEENSBURY REQUIREMENTS)
SEPTIC TANK
1000 GALLONS (MIN.) CAPACtTY FOR 2 BEDROOM RESIDENCE
REUSE EXISTING 1000 GALLON SEPTIC TANK,
LEACHING SYSTEM (FIELD)
300 GIRD + 1.2 GPD/S0. FT, - 250 SO. FT. REO'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 41.55' FT. LONG TO BE PROVIDED
EQUALIZER 24' INFILTRATOR LATERALS EACH (5) UNITS LONG
TOTAL OF 125.45 FT. OF 'EQUALIZER 24' INFILTRATOR TRENCH TO BE
PROVIDED,
EFFLUENT DISTRIBUTION
GRAVITY DOSING/ DISTRIBUTION VIA 'D-BOX" FROM SEPTIC TANK.
09/06/05 L11 ISSUED FOR CONSTRUCTION 4FRUH
07/13/05 RESUBMITTED FOR PERMITAPPROVAL
06/19/03 SUBMITTED FOR PERMITTOCONSTRUCT DATE REV 1Y ISSUED / REVISIONS SITE PLAN
HOMESTEAD VILLAGE - LOT#87
REPLACEMENT WASTEWATER SYSTEM
LUZERNE ROAD
QUEENSBURY, NEW YORK
JARRETT — MARTIN ENGINEERS, PLLC
H.THOMA3,MRETT PROFESSIONAL ENpINEERIAG
P,E. S 576M 12 EAST WASHINGTON STREET PHONE; (618) 7922007
COPYRIGHT 0 MW GLEN$ FALLS, N.Y. FAX: (518) 799,1804
or,�v ea+n a n,is or,.wHe wm+•
JULY2003 PRO#02-098 SHEET: 1OF3
IINAU e+ar.NINo�" Icvr F\209130@1006 HOMEST EAD IDi MB7.OlYlu
H�uax1�E�+owaeAreoxuvwn ___ _ PLOTTED I REVISED. D9MOS 12:00 PM
SPECIFICATIONS:
PIPING
24" (TYP,) /
30" (MAX.)
WATERTIGHT JOINTS (TYP,)
FINISHED GRADE
PERMANENT MARKER
OVER COVER
SOIL PIPE; INSTALL L 12" (MI .
AS SHOWN ON
WASTEWATER PLAN
3'
INLET--- M V7
NATIVE BACKFILL
THOROUGHLY COMPACTED
12"
CRUSHED STONE
CCF PI AN
OYSTER SECTION " LOT #87
4'MEI M1,4
i
EFFLUENT FILTER a
01
SEPTIC TANK REFIT DETAIL
LW S0M KT.i
BACKFILL WITH NATIVE
MATERIAL, LESS COBBLES
3" CIA, AND LARGER
WATERTIGHT MANHOLE FRAME # COVER;
SYRACUSE CASTINGS 111502 OR EQUIVALENT;
GRADE TO DRAIN AWAY FROM COVER
PRECAST CONCRETE
RISER AS REO'D
EFFLUENT PIPE; INSTALL
/-AS SHOWN ON
/ WASTEWATER PLAN
OUTLET --
FORT MILLER PRECAST
i�SEPTIC TANK OR EQUIVALENT
L —UNDISTURBED NATIVE SOIL
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS:
SET 1/2' ABOVE GRADE
//8' (MIN.)
1 REMOVABLE COVER
ADJUSTABLE LEVELING
INLET .--.• N EACH OUTLET
GRAVITY DISTRIBUTION LATERAL
j;WDEVICE
D.5% MIN. SLOPE
12MIN. OF CLEAN SAND
2" MIN___ FOR PEA GRAVEL FOUNDATION
EXISTING GRADE
'EQUALIZER 24' INFILTRATOR
CHAMBERS (TYP.)
NON -SHRINK
4" OUTLET TEE GROUT
MODEL A1601-4x18 RESIDENTIAL OUTLET
LABEL" FILTER OR EOUIVALENT
18', I,, 128. \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 A1807-406 FOR MODEL A1801-4x1B,
SEPTIC TANK EFFLUENT FILTER DETAIL
Lvj
SGLS: M,t.i
TOWN OF OUEFINSSURY
COMMUNITY DEVELOPMENT
RECEIVED
SEP 13 2005
ACO ZONING
B & (: PLANNING
FM EXEC. DIR.
4" PVC OVEN`LOW PIPE -EOUAUZER 24" CHAMBERS
4' PVC DISTRIBUTOR
FROM DISTRIBUTION BOX
END PLATE WITH N I END PLATE WITH
STA6MRD ENO STANDARD INVERT
"EQUALIZER 24" INFILTRATOR CHAMBER DETAIL
SOME: RATS
FORT MILLER DISTRIBUTION
OUTLETS - 4- KNOCKOUTS BOX OR EQUIVALENT
NEW Ym STATEEaDoWaMDIT u. OF tEurH
DISIRISUTION BOX DETAIL
YNC MT.i
Rater to tad abaattor approved dale and aim
P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HDPE (POLYETHYLENE) SDR 17, ASTM 03034; 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 IE AS DIRECTED BY THE MANUFACTURER.
TANKS/STRUCTURES
7-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EOUIVALENT. REFERENCES
TO HGVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING.
7-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT
MARKER(S) OVER COVER(S), AND MEASUREMENT TIES' 10 PERMANENT STRUCTURES SHOWN ON THE -RECORD
DRAWINGS' (SEE GENERAL NOTES),
7-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST
POSSIBLE FLDIA71ON USING HEAVY DUTY TANKS W/ B- EXTENDED INTEGRAL BASES. OR BY AN ALTERNATIVE
METHOD APPROVED BY ENGINEER,
7-4) 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
ID DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS)
1-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED
FOR(H-20) WHEEL LOADING.
7-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TD START OF CONSTRUCTION.
7-7) 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-a) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW
INSTALLATION OF A ZABEL FILTER,
e L F ,1 L
L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F451 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 IMMEDNTELY OF INCONSISTENCIES.
L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF
EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
WASTEWATER SYSTEM USE:
U-1) NEW WASTEWATER DISPOSAL SYSTEM IS DESIGNED FOR DOMESTIC SANITARY WASTE ONLY AT A
GENERATION RATE OF NO MORE THAN 110 GALLONS PER DAY PER BEDROOM, LOW FLOW WATER FIXTURES
(LE. 1.6 GAL/FLUSH TOILETS, 2-3 GALLON PER MINUTE FAUCETS AND SHOWER HEADS, ETC.) MUST BE
INSTALLED THROUGHOUT THE RESIDENCE/FACILITY. DRAINAGE FROM FLOOR DRAINS, FOOTING DRAINS, WE
TROUGHS, AND BACKWASH WATER FROM SWIMMING POOLS, WHIRLPOOLS, JACUZZIS, WATER SOFTENERS AND
WATER TREATMENT SYSTEM MUST BE DISPOSED OF OTHERWISE AT THE DIRECTION OF THE OWNER.
MISCELLANEOUS;
M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTC TANKS ARE UNKNOWN. LOCATIONS
TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION, APPROXIMATE LOCATIONS OF TANKS AND PIPINO ARE SHOWN
FOR REFERENCE ONLY.
of NEW,
�p.7 �q9
z
~ -a
ti y
OF
09/06/05 /y ISSUED FOR CONSTRUCTIONN\`-----' RUH
07/13/05 RESUBMITTED FOR PERMIT APPROVAL RUH
08/19/03 SUBMITTED FOR PERMITTO CONSTRUCT RUH
DATE REV # ISSUED / REVISIONS BY
WASTEWATER DETAILS p1
HOMESTEAD VILLAGE - LOT #87
REPLACEMENT WASTEWATER SYSTEM
LUZERNEROAD
QUEENSBURY, NEWYORK
JARRM - MARTIN ENGINEERS) PLw
H. THOMAS JARRETT PROFESSIONAL ENGINEERING
P.E. # 57N O 12 EA$T WASHINGTON STREET PHONE: (518) 792-2907
COPMRIGHT OM GLEN$ FALLS, N.Y. FAX: (816) 7W1864
eu°NLiv�n�"i r i1en�+Mwwoi�*rue JULY2003 PROOF 02-M SHEET:20F3
�No wuo
ALTEw,noN a.Ni[ ooxAa+� F,, 2OW 051005 HONOTEAD LOT #87.01AG PLOTTED / REVISED 09/M% 11 PM
a+A � ENSO [NGMRx R yNIRKAIL
R SION & SEDIMENT CONT
GEOTEXTILE FABRIC
(SEE BEDDING DETAIL)
SHEET FLOW DRAINAGE
I I I I 1
------------
BUTT BALES TOGETHER, I.E.: NO GAP
LAYOUT FOR SHEET FLOW DRAINAGE
OVERLAP
O
NOTES;
GEOTEXTILE FABRIC WRAPPED
AROUND HAY BALES, AS SHOWN ABOVE
BEDDING DETAIL
2' x 2' HARDWOOD STAKES OR RE -BARS
DRIVEN FLUSH WITH BALE; 2 STAKES
PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED
MIN, (TYP,)
THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SWALLOW
CONCENTRATED FLOW ON DISTURBED SOILS, MAY BALE DIKES ARE NOT SUITABLE FOR
STREAM CHANNELS.
HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION
CONTROL.
STRAW /ALE DIKIE
III. N.T.S.
A
4' MI ' �(
4' MIMo ' YI'`MEDIUM RIP 'RAP (TYP.)-I
NON -WOVEN GEOTEXTILE FABRIC
DIKE CONSTRUCTED USING
CRUSHED STONE AND LIGHT
RIP RAP; SEE CROSS SECTION BELOW
ORIGINAL GRADE
END SECTION
OVERFLOW OUTLET;
WHEN USED AS CHECK
DAM ONLY
LIGHT RIP RAP OR
GRADE UNCLASSIFIED STONE AS
1�DAM FACING
6' s4nnf4rsAsav,4;�6�'
NOTES:
TIE
GEOTD(TILE FABRIC:
FILTER X, MIRAFI TOOK,
STASUNKA T140N,
OR EOUIVALENT; OVERLAP
& TIE JOINTS 8' MINIMUM
STEEL OR 2' x 2'
HARDWOOD POSTS
24" MAX. MP.)
SECURELY FASTEN WIRE
FENCE TO POSTS O
FABRIC TO FENCE
STEEL OR WOOD POST
WITH WOVEN WIRE FENCE
(14.5 GAUGE MIN,;
B' MESH SPACING)
--FLOW
GEOTEXTILE FABRIC
ti
A 4'x6' TRENCH
WITH COMPACTED BACKFILL
ray
STEEL OR WOOD POST
WITH WOVEN WIRE FENCE
(14.5 GAUGE MIN.;
5" MESH SPACING)
-- FLOW
(MIN.) DRAIN ROCK
GEOTEXTILE FABRIC
NOTE:
I. TMB DETAIL IS APPLICABLE TO SMEET FLOW DRAINAGE ON A TEMPORARY OR SEMI -PERMANENT BASIS
(1 YEAR MAXIMUM) FOR EROSION CONTROL.
I. SILT FENCE SMALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDNO EFFCENCY.
I INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9-
(MAX.) RECOMMENDED STORAGE HEIGHT.
4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFF -SITE AND CAN BE PERMANENTLY STABILIZED.
\GEOTEInLE FABRIC OVER
DEPTH VARIES: 1` DAM FILE AND ANCHOR
(B' MIN.) 2 OR URGER INTO CANNEL WALLS/BOTTOM
RUSHED STONE
CROSS SECTION
THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW
DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAPIN A
DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY.
"A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR
GREATER FOR PERMANENT EARTH DIKES.
'B' TO BE HEIGHT SHOWN ON PLAN OR EOLNL TO HEIGHT OF ADJOININ)
GROUND OR MAXIMUM 1S' HIGH.
n EARTH Dxpe
t v SCALE, N.T.S.
0SILT PENCE
SCALE: N.T.A
TOWN OP QU129NONUFRY
COMMUNITY DEy610PMENT
RECEIVED
SEP 13 2005
B ZONING 8, C PLANNING
FM EXEC. DIR.
NEW YORK STATE DEPARTMENT OF HEALTH
Glens Falls District Office
Refer to first sheet for approved date and olgn&m.
ES-1) ALL EARTWORK SHALL BE CONTROLLED TD PREVENT EROSION k SEDIMENTATION IN ACCORDANCE WITH
PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL', USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, WEST EDITION.
ES-2) NO LAND DISTURBANCE SHAD 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—S) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION ANO/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 REMEDATED.
ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL
SYSTEMS; 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
PUNS OR BY OWNER.
ET-2) TOPSOIL, SEED AND MULCH DISTURBED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL
CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION,
ET-3) 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,
E7-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SMALL OCCUR UNLESS DIRECTED By
OWNER.
09,106/05
ISSUED FOR CONSTRUCTION
RUH
0713/05
RESUBMITTED FOR PERMITAPPROVAL
RUH
081,19/03
SUBMITTED FOR PERMITTO CONSTRUCT
RUH
DATE
REV #
ISSUED / REVISIONS
BY
EROSION CONTROL DETAILS
EC1
HOMESTEAD VILLAGE - LOT #87
REPLACEMENT WASTEWATER SYSTEM
LUZERNE ROAD
QUEENSBURY, NEW YORK
JARRETT - MARTIN ENGINEERS, PLLC
PROFESSIONAL ENGINEERING
H.THOMAS RM
P.E. +M 575M
12 EAST WASHNOTON STREET PHONE: (818) 7W2W7
COP(RIGHT O ZOOS
GLENS FALLS, NY. FAX: (518) 7WI864
war mravnufiorwNamm•
ewesfiri ewuefi aoNowaaa T^c
�Nowp
JULY 2000 PRO#02-098 SHEET: 90F3
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BT a uC£NB®fiN01"[f1+K VNV,WRIL
F.\ 20M 051005 HOMES'EAO LOT #87.CAYG PLOTTED/ atVI5ED:09X7d/O61?CDPM