2009-571 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
(zt Community Development- Building &Codes (518) 761-8256
le�y" R.TIFI ATE 0"'F" C0MPL1-A- -N-- ke--","E-'
Pernut Number. P20090571 Date Issued: Wednesday, January 19, 2011
This is to certify that work requested to be done as shown by Permit Number P24490571
has been completed.
Tax Map Number. 523400-240-005-0001-004-000-0000
Location: 44 RUSSELL HARRIS Rd
Owner. JASON & KATHRYN BROWN
Applicant JASON &KATHRYN BROWN
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DUES 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&Cade Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20090571 Application Number. A20090571
Tax Map No: 523400-240-005-0001-004-000-0000
Permission is hereby granted to: JASON&KATHRYN BROWN
For property located at: 44 RUSSELL HARRIS 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: JASON &KATHRYN BROWN
Septic Alteration Residential
46 PARK Rd
HADDAM, CT 06438-0000 Total vane
Contractor or Builder's Name 1 Address Electrical Inspection Agency
Plans&Specifications
2009-571
SEPTIC ALTERATION RESIDENTIAL
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,November 20, 2010
(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 th own f`Z�r/ ,November 20,2009
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
For an EPA homeowner's guide: http•//www epa gov/npdes pubs/homeowner guide Iona cusfomizepdf
„-_- OFFICEtJSEONLY ----------------
TAX MAP NO. PERMIT N0. ERMIT FEE ` 'j
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PE A`:--e
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.
OWNER:_ Jas an gown INSTALLER:
ADDRESS: 46 Park Road, Haddam, CT 06438 ADDRESS:
PHONE NOS. (GO) 14_5-9174, PHONE NOS.
LOCATION OF INSTALLATION: 44 Russell Harris Road
NO.OF RESIDENCE
YEAR BUILT INFORMATION:
BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW
1980 or older X ISO gallon per bedroom fl GARBAGE GRINDER
19s1-1991 Q X 130 gallon per bedroom - 0 - INSTALLED? Na
1992-present ® X 110 gallon per bedroom = 66 0 SPA OR HOT TUB
INSTALLED? No
PARCEL INFORMATION:
✓ NPOGRAPHY: FLAT ROLLING-X STEEP SLOPE SLOPE 10 %
✓ SOIL NATURE: SANDS LOAM CLAY X OTHER-
✓ GROUNDWATER: AT WHAT DEPTH?] 2-24" SEDROCK IMPERVIOUS MA EBIAL: AT WHAT DEPTH? 36"
✓ DOMESTIC WATER SUPLY: Lake George
MUNICIPAL WELL (If well:water supply from any septic system absorption is: 1(. 00 R) Lake source
✓ P COLATION ZEST: RATE IS t)0 min PER MINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED
PROFESSIONAL ENGINEER OR ARCHITECT)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: Ali individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: 000 GALLON (MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder,spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO,3 STONE) How many? Size?
®ALTERNATIVE SYSTEM Bed orothertype? Mound system w/ 20' x 59' absport:ion bed
HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
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 in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the regulations with respect to this application and agree QUESTIONS?E
256 OR EMAIL
is ide by ese and all requirements of the Town of Queensbury codesv.netSanry a DisposalOrdinance. VISIT OUR WESSIE INFORMATIONwww .not
/t aboy
Sig a rorpersonlResponsibib Date
Town of Queensbury • Community Development Office• 742 Bay Road, Queensbury, NY 12804
r
Septic Inspection Report
Office No. (518) 761-8256 Date Ins i request received:
Queensbury Building &Code Enforcement Arrive: am/prP/�art: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspecto s Initials: \J
NAME: R 6 r"N
PERMIT NO.: '
LOCATION: -ic INSPECT ON: 1 l
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.
Well Casing Length 50' + / - I Y N N/A
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
End Ca Y N
Inlet/Outlet Pi &Baffles Y N
Location Separations
Foundation to tank fV
Foundation to absorption
Separation of Pits ft.
Conforms as per Plot Plan N
Engineer Report and As-Built Y! N Qom) �G-
Location of System on Property:
Front Re Left Side Right Side Middle Front Middle Rear
4ggmUs S t
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 U\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc
5-7
JARRETTEngcneers, PLLC CvV&Environmental EDpi ieerin9
January 12, 2011
Dave Hatin,Director of Building&Codes
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
Re_: Jason Brown
44 Russell Harris Road
Tax Map#: 240.5-1-4
Replacement Wastewater Disposal System
JE 06-027
Dear Dave,
This letter is to certify that as of May 24,2010,representatives from this office visited the
project site during construction of the replacement wastewater disposal system to serve
the Brown residence. Based on our field observations,we believe that the system has
been constructed substantially in conformance with the design plans prepared by this
office,dated November 17, 2009,entitled"Replacement Wastewater Disposal System for
Jason Brown".
If you have any questions,please do not hesitate to contact us at 792-2907.
Sincerely,
JARRETT Engineers,PLLLC
Robert U. Holmes II,P.E.
Project Manager
CC: Jason Brown
F.•OataFde12006 Projects Fdes12006 ResidentiaA06-027 Brown WWA DesignlCorresp&ntW6-027110110 Cert Letter.doc
12 East Washington Street 518-792-2907
Glens Falls, NY 12801 Fax 798-1864
Septic Inspection Report
Office No. (518)761-8256 Date Insn�quest ived:
Queensbury Building&Code Enforcement Arrive: part: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspecba's Initials:
NAME: ' . .i PERMIT NO.: " >
f ��LOCATION: �;��/�� � �� INSPECT ON:
RECHECK:
Commentsdiagram
Soil Type: Sand/ Loam Clay
Mfpe of Water: Municipal Well Water
Waterline separation distance ft. r
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+ /- Y N N/A
150'to well required If NO
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
Openigg Sealed: Y N
End Cap Y N
InletjOutlet Pipes&Baffles Y N
Manholes 12"or less below grade Y__ N
[provide extension collar if Yes Y N `TO S R R G— i t -7 9 Z-2go-7
Location I Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y
Engineer Rep2rt and As-Built Y N / &&-jam 6-ms, Ap) g6b,-j it
ETU Maintenance Contract �Y u N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
st m Use Status:
Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes
Disapproved
L:\Pam Whiting\2010\Building codes Forms\inspection Forros\WW Inspection Repoit._03 2910.doc
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
C (('
Permit No...0y.-.5 �1...Cert. N2 10 2 33t-in Card No....................................
Owner..................../ � 1Ct.t)
f ......................................................../.........................................r...................................
Location...'4.. ....... C.s.art'.. f :n�..?......1.`. ..........................CfL °C .�L~....
Installation Consisting of ...........................� .� ....... u i�--r" � �
.................................................I.... tr711r.1�.....................................................................................................
...............................�...a.................................................. ...................................................--.......................................
Installed B ..vl .. j t3?1�..��� ............................Lic.No........................I..........................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of ma g ' spections at any time, and if its
rules�are violated,the
Company shall have the right t r , ke fie
Date.... .Z.�/.®................ INSPECTOR................
Septic Inspection Report r
Office No. (518)761-8256 Date Inspe�tio emu received:
Queensbury Building&Code Enforcement Arrive: am/ r i�J part: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspectors Initials. V
NAME: PERMIT NO.: O
LOCATION: INSPECT ON: ,f=2 4:
RECHECK:
Comments and/or di r m
Soil Type: Sand/ Loam/Clayi
Type of Water: Municipal Well Water _r
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/- I Y N N/A
150'to well required if NO
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
End Ca Y N V
Inlet/Outiet._Pipes&Baffles Y N
Manholes 12"or less below grade Y,N
[provide extension collar if Yes Y N
Location/ Separations
Foundation to tank ft, j/�- f��j �J lj
Foundation to absorption ft.—
Separation of Pits ft.
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N � t�Gl1 `�G� ✓I �����L
ETU Maintenance Contract �Y_ N
provided
Location of System on Property:
Front Rear Left Side 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
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report`03 2910.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Ins request received:
Queensbury Building &Code Enforcement Arrive: am/"rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspecto 'ais:
NAME: 113 D-- PERMIT NO.: kr) �7
LOCATION: �G14/ 9 J 5 zt/'r S Pi INSPECT ON: —
RECHECK:
Comments and/or diagram
Soil T nd/ L / Clay
Type of Water: Municipal Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
150'to well required if NO
Absorption Field: Total length ft.
Length of each trench ft.
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 V
Opening Sealed: N
End Cap N
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade _Y—N
[provide extension collar if Yes Y N
Location/ Separations /U'e6t�> I'I!)A-1— ��-
Foundation to tank
Foundation to absorption vt ft.
Separation of Pits ft.
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N 1
ETU Maintenance Contract _Y_ N
provided
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
Disapproved
L:\Pam Whiting\2010\Building Codes Fonns\Inspection Forms\Septic Inspection Report W 2910.doc
GENERAL NOTES:
SAP)
SURVEY&MAP INFORMATION PROADED BY VAN OLSON&STMS,-AOD SURVEPERS MAP ENTITLED:
'MAE Or A SURVEY MADE MR RATHAYN ORMI,TOWN OF QUEENCEETRY.WARREN CMARY,NEW YORK'.
DATED:JAN DART I OCT,
G-2)CO
AT-1.N TO 1—1.15TI10 LIOPICE PRIOR TO CONSTRUCTION;CONTACT Do SAM11 NEW YORK
0-800-,62 62)AND RECORD E N. VERIFY BUILDING CONNECTIONS.LOCATION AND EIEVATON.PRIOR To
—1.OC;IN
1 A;LUCFOY-11LICTS CE OlSoRDIANCRE1 BE REPORTED TO THE OWNER ME EMQNEEN
IMMEDIATELY'. BUTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ME NOT AS IAGCAXED
SUBSURFACE INVESTIGATION PRIGINAL�
PERFORMED BY JE ON 4,f10106
TEST PIT#1
2' DARK SANDY TOPSOIL
:2 14' —BROWN COARSE SAN.\BL
14 IR,DARK SILTY TOPSOIL
16 33��DARK SMT\CLAl
",ROCK-BOTTOM OF HOLE
MOTTLING 0 24'
TEST MY 42
0 BY BROW SAND
6 12. ARE BILT\—TOPSOIL
2 53"GRAY CLAY
APPROXIMATE LIMIT OF 1 53'BOTTOM or HOLE
"B"O'S SITE MoScIC.C. NOTHING
AP NG 0 12-,WATER 0 36-
PROXIMATE LIMIT OF L";LSIX PULE
ROCK OUTCROPPING 11ST PIT#3
PREVIOUSLY REMOVED 0 2" BANK SILTY TOPSOIL
:BROWN
SELT\Cl-AY TOPSOIL
12 10"DARK
COARSE SMD
0 APPROXIMATE LOCATION I ' 2
OF RIDGE/BREAK IN GRACE WASTEWATER 12-III ROW CLAY
36_40'DARK BROWN SILII�CLAY
C2 SNSRG�. 40-48"BROWN BILT\—
LOCATION PLAN 46"BM OF HOLE
U--iCA117TE NOTTLING 0 12,WATER 0 36"
.i5
TEST DEPTH 12'
IF S L WHY FINE BROWN SAND
STABILIZED PERCOLATION WE OF>60 MINUTES
IF 11FIC—ON TEST N
TEST DEPTH: 12'
SOIL:BROWN COARSE SAND
I
T STABILIZED PERCOLATION WE OF 6 MINUTES 10 SECONDS.
SHONE
SUBSURFACE INVESTIGATION(WITHIN SITE MODIFICATION SOIL):
PERFORMED BY JE ON 8/11/09
TFST AT 411-1
0-32'BROWN FINE TO MEDIUM SAME
32.BOTTOM OF HOLE(ROCK)
O OTT
NO EVIDENCE OF WATER
TEST BIT A 11-2
EXISTIN 0_47:BROWN FINE TO MEDIUM SAY.
FFENCEEXISTING CABIN 47 BOTTOM OF HOLE(ROCK)
TOWN OF QUE EBBED WATER AT 43'
T§112N TEST' -1
LEGEND: FE-N-C-E DEPTH: 1�-
SOIL:BROWN FINE TO MEDIUM SAND
13UILDING& T- STADIUM PERCOLATION RATE 11 1 MINUTES 11 SECONDS.
EXISTINGOBJECTS BY OTHERS: RG.EANGX TEST TH,
Reviewed B3 TEST DEPTH: 12*
PROPOSES DETECTS IN THIS DESIGN! SOIL:BROWN FINE TO MEDIUM SAND
EXISTING ADJACENT PROPERTY LINES: Date: STABILIZED PERCOLATION WE OF 0 MINUTES 39 SECONDS.
EXISTING PROPERTY LINES OF
SHOREUNE/STREAM:—
EX EDGE OF PAVEMENT:
GRAPHIC SCALE
'Tr=PLAN SMACK SHORE LINE:—SB-SH—SB-SH—
EGA 20- 0 To' 2V 't�UEDFOR.��DW�PMET085MNVDEREDL�LTRUE&�D��U�ON�UMETFS
SCALE:
R�ft� WITH A RED
SETBACK PROPERTY LINE:—SB-PL—SR-PL— GRAPHIC
SCALE R PERMIT APPROVAL
��Wl AUCH 11117/09 As IE�EUBMFFF 0 TOWN OF OUEENSBURY FOR
REVISED
LOCATION
PROP SANITARY FORCE MNN:—SA-rM—SA-rm— RON OF WASTEWATER SYSTEM)
PAGE SCALE 08/16/06 AS REVISED LOCATION OF EXISTING CABIN
EX FENCE LINE X:—X—X—X—X— 07117/06 �2S ISSUED FOR CONSTRUCTION
EX UTILITIES OVER HEAD—OU—DU—DU— 07113/06 E& SUBMITTED TO TOWN OF QUEENSBURY PER PERMIT APPROVAL
PROP CENTER UNE:—-—-—-—
DATE,OF TIi� ISSUED/REVISIONS
EROSION CONTROL BARRIER:
E
`5 REVISION INDICATOR:Ej SUB-CATCHMENT SITE PLAN
INDICATOR:
TEST HOLE:STP# POND NOICATORNA REPLACEMENT WASTEWATER DISPOSAL SYSTEM
PERCOLATION TEST PT# REACH INDICATOR: JASON BROWN
# 44 RUSSELL HARRIS ROAD
N QUEENSSURY,NEW YORK
TE
2 NOTE REFERENCE TAG'I��ENE DRAWING c, I! V
FOR NOTE
JARRETT Engineers, PLLC
DETAIL REFERENCE TAG;��DETATL j '14. Ciml&ENMmOTNTA.tal Eoghn-ring
SEE DRAWING#FOR DETAIL
12 EAST WASHINGTON STREET PHONE:(518)792,2907
GLENS FALLS,N.Y. FAX:(518)795-1864
SECTION CUT DIRECTOR
Is A #D&O27
1 SECTION REFERENCE TAG: _,t��IECT-LETTER
c E DRAWING f JULY SCOW HE SHEET:I OF 5
OR SECTION
AAXEU— F—MoRM.1111FABEIMAK
DRAWING NOTES.
1.)CONSTRUCTION OF NEW PIPING..TANKS.ADD LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH
FILL MATERIAL MR NEW WASTEWATER I THE MY DEPT'.OF HEALTH,
TOWN OF CAR SEURY WASTEWATER STANDARDS,AND PETALS/SPECS
DISPOSAL SYSTEM TO SURT AGAINST I SURFACE WATER DIVERSION SWALE ON THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO
4'0 DISTRIBUTION PIPING SHE EXISTING BEDROCK OUTCROPPING APPROXIMATE LIMIT TO EATU CAN
0 0.5%MIN_SLOPE ALONG THE PROPERTY LINE Or EXISTING SAND FILL GIRT OUTSIDE OF—sYsTEm A LEASMIN�GIGNYSTEW
FILL UWT$ 'R-P,
I L-1)LEACH FIELD/ElED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F451 UNLESS OTHERWISE
2.000 M' 3 4 12 DISTRIBUTION Box B-PL DIRECTED HEREON.
DUAL.COMPARTMENT BY FORT MILLER,OR S,_?L SETBACK O
SEPTI TANK ON D DOWALENT EE-L PROPERTY LINE L-2)INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
A, DIRECTED HEREON.
P, 100'SETBACK TO4*0 FAX L-3)CONTRACTOR TO VERIFY CONSISTENTSOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR To
E GEORGE EIRRELIMION UK CONSTRUCTION;ENGINEER AND/ON OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
"IRD-IFLE LOCATION SILTY/CLAYEY FILL MATERNAL. L-4 IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY
P, BEDROC EXPOSED K BE BED ALONG TOE OF FILL ON THE NATIVE SOIL WITHIN THE LEACHING AREA FOOTPRINT,TRACKED EQUIPMENT SHALL BE USED FOR
INSTALLATION,AND-111 HILL MATERIAL 11 REQUIRED,IT SHALL IF BURNED AT THE URGE 01 THE
LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT.TRACKED EQUIPMENT SHALL BEAR
ELL INFILTRATION LATERALS ♦
DIRECTLY ON 12'MINIMUM OF FILL MATERIAL AND NOT ON WINE SOIL.
BY INFILTRATOR,OR EGURALIENT
EXISTING WASTEWATER L-5)CONTRACTOR TO INSTALL LEACHING SYSTEM TO(RELATIVE)ELEVATIONS SHOWN; DOCUMENT
STS1131 TO BE ABANDONED ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION,
,sAcmwtm WIN CLEANSB"pL13 EROSION&SEDIMENT
EC CONTROLS L-6)FILL MATERIAL USED TO CONSTRUCT THE WASTEWATER ABSORPTION FWDURY SHALL BE GRANULAR
42'1 (SAND AND GRAVEL)AND VOID OF ANY LARGE STONES OR COBBLES.THE FILL SHALL BE GRATED AND
VIA 4. COMPACTED IN SIX-INCH LIFTS.NO RUBBER TIRED EQUIPMENT WILL BE&LOWED IN THE WASTEWATER
NDSDEN ABSORPTION AREA. THE FILL SHALL BE GRADED TO THE LIMITS AND DEPTHS DEPICTED ON THE PLANS
VIA SASAL AREA AND DETAILS. ALTERNATIVELY,THE FILL MATERIAL MAY BE PLACED ON THE SITE ADD ALLOWED To
STABILIZE NATURALLY THROUGH A WINTER AND FOR A PERIOD OF AT LEAST SIX MONTH
S. IN EITHER CASE,
THE PERCOLATION RATE OF THE FILL MATERIAL SHALL BE FG-EV&UATEE W THE SIT AMR StARLIZATION.
7 PROPOSED SEWAGpfµALJSFC IT MAY BE NECESSARY TO ADJUBF THE SYSTEM DESIGN BASED ON THE PERCOLATION RATE OF THE
S7�0203 FILL.
EJECTOR
L-7)DOE MATERIAL FOR LEACH RELP/90)SYSTEMS SHALL BE CLEAN GRAXUI_AR SOIL(SAND OR LOAMY
STIA 4, Ob0SAND)
FREE OF CLAY,ORGANIC MATERIAL AND NON-SOIL COMPONENTS(DEBRIS,ETC.). MATERIAL SHALL
MEET PERCOLATION NATE(E)INDICATED ON DRAWING. PERCOLATION RATES)TO BE VERIFIED BY A
PROPOSED FORCE MAIN(5)
QUALIFIED INDEPENDENT PARTY(LP SOIL SCIENTIST OR PROFESSIONAL ENGINEER)IN BORROW PIT PRIOR
(2)1-1/2-HOPE BOB 17 • TO EXCAVATION,
AND IN PEACE N LEACH FEUD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS
LATERAL LENGTH TO OWNER AT LEAST ENE BUSINESS GAYS PRIOR TO—LING. ONE PERCOLATION TEST PER 400 YARDS
LESS END CAPS OF MATERIAL(MINIMUM 3 TESTS).
0 M EFFLUENT LINE s
L-8)METHOD OF CONSTRUCTION TO BE AS FOLLOWS FOR GRANULAR NATIVE SOILS!
0 1%MIN,SLOPE
1.ALL TREES AND STUMPS AT THE FILL SITE SHALL BE CUT TO GRACE AND REMOVED.STOCKPILE
TOPSOIL FOR PLACEMENT ON FINISHED SYSTEM,
EROSION k SEDIMENT I
CONTROLS Cl 2 SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SHEARING PRIOR TO PLACEMENT OF SPECIFIED
CftANUTAR FILL.
TR I I SHALL BE PLACED 01 THE SITE IMMEDIATELY—11 THE SITE HAS BEEN PREPARED.
01
FUL SHALL BE PUSHED ON THE SITE FROM THE UP SLOPE SIDE.(EQUIPMENT SHALL ALWAYS
'WORK FROM ELLMATERIAL)S.
PERCOLATION TESTS SHALL BE CONDUCTED IN THE RULE MATERIAL TO CONFIRM A CONSISTENT
Z DESIGN RATE.
6.
THE
E REQUIRED ABSORPTION SYSTEM SHALL BE CONSTRUCTED AFTER THE PILL MATERIAL COVERS
E ENTIRE SEPTIC AREA.
7.CROWN THE FILE TO DRAPH AND INSTALL A CLAYEY FORM OR SILTY LOAM TOPEDEL CAP AS
DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT LIME INFILTRATION OF PRECIPITATION),
Pf AND THE ENTIRE MOUND SHALL BE SEEDED TO GRASS.
Coll
PROPOSED SEWAGE 7
EJECTOR I 'I'01"D
Ji
E-IING
APPROXIMATE LOCATIO
NOF
FENCE BREAK IN GRADE
WASTEWATER DESIGN INFORMATION;
DESIGN BASIS
SW RK STATE DEPARTMENT OF HEALTH
5X� -TOWN OF QUEENSBURY EXISTING PERMIT#06-0495.SYSTEM NEVER CONSTRUCTED)
POTABLE WATER BUT-
23'�
NEW POTABLE WATER SUPPLIES TO HAVE MIN.50'OF GROUTED CARING AND BE LOCATED LOS FT.
MIN.FROM PROPOSED WASTEWATER DISPOSAL SYSTEM.
NO
KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WORN 100 FT,OF PROPOSED WASTEWATER
Ellp.11 SYSTEM, ONLY DRAWINGS 6TAMREO BY
EXISTING WON A RICO'IWUED FUPI CONSTRUCTION'STAMP ARE TO BE CONSIDERED LEGAL.ETTE E WRIN CONSTRUCTION DOCUMENTS
DESIGN FLOW, & RE-SUEM FENCE BEDROOMS X 110 GPD/BEDROGM=660 CPS 11/17/09 GlItOED TIO TOM OF QUEMEBURY FOR PERMIT APPROVAL
6 REVISED LOCATION
OF WASTEWATER SYSTEM)
(INSTALLATION 11 WATER FAIR FIXTURES TLIDEOPOUT RESIDENCE RUMORED,HE KITCHEN GAR_-__ A_
GRINDERS OR SPAS/HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) W HOM 2 REUSED LOCATION OF EXISTING CABIN
REPRO TANK 77. 1Q ISSUED FOR CONSTRUCTION
IN TODD—GALLON SEPTIC TANK CAPACITY REQUIRED
—C TANK "AlU "NITER AQ SURIMPTHED TO TOWN OF QUEENSIBURY FOR PERMIT APPROVAL
PROVIDE SE
ED T �EV 4 ISSUED/REMISTONS MODEL A1801-22,"ZABI RESIDENTIAL FILTER.
WASTEWATER PLAN
LEACHING ON—(NO'NO"ILI BED SYSTEM)
E
♦
S E RED FILL SOIL PERCOLATION RATE(5-10±MIN/INCH) ht WASTEWATER SYSTEM PLAN _
SCALE:SEE GRAPHIC SCALE c2
DESIGN FILL SOIL PERCOLATION RATE(5-15 MN/II
B
660 GPD-0.60 GEU/SF(BED APPLICATION PAGE)=1100 BE REQUIRED REPLACEMENT WASTEWATER DISPOSAL SYSTEM
GRAPHIC SCALE1 100 OF �0'WIDE BED(NYSDOH MAE)=55'LONG BED JASON BROWN
ROMDE ED WIGEI`�E ED LONG BE 44 RUSSELL HARRIS ROAD
E, OUEENSBURY,NEWYORK
,H?
20' U
W 1100 SF a 3 F WIDE TRENCH-366 FT MINIMUM OF'QUICK 4 EQUALIZER 6'TRENCH R
PROVIDE 7 LAIDEWS 0 56'LONG
E 11.ITEEIR "QUICK 4 EQU�ZER 36'LATERAL TO BE 14 UNITS LONG I END CARS 15
JARRETT Engineers,PLLC
Civil&E.Rfi—PYRN1.1 Engineering
IN-SITU SOIL PERCOLATION RAN OF 6 MIN.10 SEC.TO>60 MIN./IN.
660 GPD-.2 CELLI H.=3.300 so.PC REO'D 12 EAST WASHINGTON STREET PHONE IS 8)792.907
PROARED 3,586 SO.FT.OF BASAL AREA COLYRIURT— GLENS FALLS,N.Y. FAX:(518)79&186I
EFFLUENT DISTRIBUTION JULY 2006 PRO A 0I SHEET.,2 OF 5
PRESSURE DOSING VIA PUMP STATION TO SEPTIC TANK A/SPEED DEALERS FOR GRAVITY
,I DISTRIBUTION.
i
SPECIFICATIONS:
PIPING:
P-1)ALL GRAVITY SEWER SHALL BE PVC SON 35.ASTM D3034;INSTALL IN
ACCORDANCE WITH ASTM D2321.ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A
20 --To.MIN METHOD APPROVED BY ENGINEER. ALL GRAVITY SOIL PIPING IS TO BE INSTALLED AT
NYSDOH MAX.BED WIDTH 2%MINIMUM SLOPE AND ALL EFFLUENT GRAVITY PIPING IS TO BE INSTALLED AT 1%
MINIMUM SLOPE.
SUGHTLY CROWN TO P-2)FORCE MAIN SHALL BE PVC,ASTM 02241,100 PSI MINIMUM PRESSURE RATING,
GRAN AWAY FROM SURFACE WATER
WASTEWATER SYSTEM OR SHALL BE HDPE(POLYETHYLENE),ASTM D2239 OR ASTM F714,100 PSI MINIMUM
(2%MIN) DIVERSION SWA.E PRESSURE RATING: PIPE TO BE INSTALLED PER ASTM D2774;FORCE MAIN FIRINGS
4'OF STABILIZE
ALL 3• 6'-G' }yp, SHALL BE RESTRAINED OR THRUST BLGCKED TO PREVENT MOVEMENT. FORCE MAN TO
SEED&STABILIZE ALL FBI COVER BE PRESSURE TESTED BY A HYDROSTATIC TEST HOLDING A PRESSURE OF IS TIMES
MAINTAIN EXISTING FILL&DISTURBED AREAS M'' { •�Y THE SYSTEM OPERATING PRESSURE FOR 2 TO 3 HOURS OR AN ALTERNATIVE METHOD
`DRIVEWAY 3 MIN. APPROVED BY ENGINEER.
1 P-3)PRESSURE PIPE CONNECTIONS:
-PUMP STATION PIPING SHALL BE SCR 40 PVC.ASTM D2241,100 PSI MINIMUM
E%16tING EXPOSED PRESSURE RATING; PIPE TO BE INSTALLED PER ASTM D2774;NON-WELDED FIRINGS
t�,k�.�,:Y, _ ,'�}•!' 'h 'L. _ -'A t L- REOROCK LEDGE SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT.
I.Y"V• ' `n\-� / '�}r !��'(�RNEBOUSUY
K*` OPE PIPE AND FIRINGS ARE TO BE JOINED SY THE BUTT FUSION PROCESS
INTO CONTINUOUS LENGTHS AT THE JOB SITE. THE JOINING METHOD SHOULD BE THE
T MIN. HEAT FUSION METHOD WMILE PERFORMED IN ACCORDANCE WITH THE PIPE
XISTING GRADE SEASONAL HIGH TO BEDROCK SYSTEM FlLL PERCOLATION RATE(5-10 MIN/IN). MANUFACTURER'S RECOMMENDATIONS.THE NEAT FUSION EQUIPMENT USED IN JOINING
GROUND WAILER DU COMPLETED (CONFIRM PERCOLATION RATE OF FILL IN BORROW SHOULD BE CAPABLE OF MEETING ALL CONDITKINS RECOMMENDED BY THE PIPE
SITE MODIFlCATION PIT PRIOR TO PLACEMENT Of FILL ON SITE). MAJUFACTURER. PROPERLY EXECUTED ELECTRO FUSION FlRINGS MAY BE USED,
LEACHING SYSTEM (CONFIRM PERCOLATION RATE OF FILL MATERW. E%IRUSION WE
OR HOT GAS WELDING OF HOPE PIPE SHOULD NOT BE USED FOR
C2 SITE PREPARATION AFTER PLACEMENT AND COMPACTION&PRIOR TO PRESSURE PIPE APPLICATIONS OR FABRICATIONS WHERE SHEAR OR STRUCTURAL
INSTALLATION OF WASTEWATER UNITS).(CONTACT STRENGTH IS IMPORTANT, MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED
ENGINEER FOR TESTING REQUIREMENTS). COUPLERS,TRANSITION FITTINGS,AND SOME
WE HI COUPLINGS MAY RE USED TO MECHANICALLY CONNECT HOPE PIPE. REFER
WASTEWATER LEACHING SYSTEM SECTION TO MANUFACTURERS RECOMMENDATIONS.
M SCALE:N.T.S. -SCHED 40 PVC PIPE AND FIRINGS ARE TO BE JOINED BY A SOLVENT WELD
PROCESS INTO CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE
PERFORMED IN ACCORDANCE WITH THE PIPE MANU
FACTURERS RECOMMENDATIONS.
MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS,TRANSITION
FIRINGS.AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY
CONNECT SCH 40 PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS.
6Y 'QUICK 4 EQUALIZER]6' P-4)ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES(I.E..
END PLATE WITH NO LOW POINTS OR HIGH POINTS)ALLOW FOR FLOW BACK TO PUMP STATION DURING
WATERTIGHT JOINTS(iYP.) WMTERTSE MANHOLE FRAME&COVER: EGANGARO ENO �INRILTWION CHAMBERS PUMPOFF CYCLES.(DRAIN BACK FEATURE).
FlNISHED GRADE STFtACVSE CASTINGS p1502 OR EQUIVALENT;GRADE TO DRAIN AWAIT FROM COVER 4'PVC EOUAUZATION PIPE 4'PVC DISTRIBUTOR P-5 HOPE PIPING MAY BE ROLRED AROUND OBSTRUCTIONS BY BENDING PIPE ON A
PERMANENT MARKER 53'ACTUAL )OVER COVERT PRECAST CONCRETE 5MOOTH CURVE AT DIRECTION OF OWNER/ENGINEER;RADIUS OF BEND TO BE AS
2'-GU I-- RISER AS REQ'D '—AB"EFFECTIVE—�i DIRECTED BY THE MANUFACTURER.
o •• I ---FROM DISTRIBUTION BO%
SOIL PIPE;INSTALL EFFLUENT PIPE:INSTAL. t2 4 TANKSISTRUCTURES:
IS SHOWN ON CRANING C? r ___ AS SHOWN ON PLAN 1-22'-�) ENO ENO END PLATE WITH
PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC..OR EOURALENT, REFERENCES TO
INLET— 3• STANDARD INVERT HUM BUTY REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.
_ OUTLET--
- IS' NON-SHRINK GROUT T-2)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT
_ MIN. 5 p MA
RKER(S)WER COVERS).ME MEASUREMENT'TIES'TO PERMANENT STRUCTURES SHOWN ON THE"RECORD
L QUICK 4 EQUALIZER 36'DETAIL ORAWNGS'(SEE GENERAL xores}.
NAIiVE BADKFlLL MODEL A1800-4x22-VT-835 RESIDENTIAL C2 MALL N.T.S. ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL DE ANCHORED AGAINST POSSIBLE
THOROUGHLY COMPACTED 'ZABEL'PETER OR EQUIVALENT
FLOTATION USING HEAVY putt TANKS W/6'EXTENDED INITGRAL BASES.OR 8r AN ALTERNATIVE METHOD APPRO•c0
BY ENGINEER.
FORT MILLER PRECAST
SEPTIC TANK OR EQUIVALENT T-4)TANKS/STRUCTURES SHALL DE SEAMLESS CONSTRUCTION OR SNAIL HAVE WATERTIGHT JOINTS(ASTM C1221).
WALL PENETRATIONS SHALL BE SLEEVED;SLEEVE TO RE SEALER TO THE WA1 WITH NON-SHRINK GROUT,AND THE
12-(MIN.)l PIPE SEAEED TO THE SEEMOD WITH WAENTIGHT RESILIENT N ENGINEER
SEAR,TANKS TO BE TESTED i0 DOCUMENT WATER
{I— PROVIDE EXTENDED BASE FOR TGS)TESS BY ANKS/STRUCTURES INSTALLEDYED YIN HALL BE EXTRA xEAVY CONSTRUCTION DESIGNED FOR(H NONESS -20)
AN
PURPOSES wxEEL LOADING.
OR EQUIVALENT MOUND TO SHED WATER UNLESS UNDER
> ROADWAYS;RESTORE ROADS AND T-6)CONTRACTOR TO INSTALL TANKS/STRUCTURES TO(RELATN2)ELEVATIONS SHOWN;DOCUMENT ELEVATIONS OF
CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL WALKWAYS TO ORIGINAL CONDITION; EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
TOPSOIL SEED&MULCH NON PAVED AREAS
T-7)FOR SEPTIC TANKS PLUMBED IN SERIES THE'2ABEL'DUET SHALL BE LOCATED ON THE OUTLET OF THE
gOKNSEAM TANK ONLY. FRAME AND COVER TO BE PROADEO OVER'ZABEL'DUES AND PERMANENT\MARKERS
�e� �SEPTIC TANK DETAIL R ALL OT
HER TANK OPENINGS UNLESS OTHERWISE OIREGTEp BY OWNER.
V2 COBBLES°AND 4LARRGER COMPACTED
o INSTALL MARKER �\\%\ /\f/\�� ��/� RTO 85%OADWAYS,MODIFIED PROCTOR OUTSIDE 8 X MODIFIED PROCTOR .1 E
E TAPE 18'DEEP \ 4 0 WRHIN ROADWAYS ,1
CLEAN SAID(10O%PASSING
MAXIMUM 1t1X PASSING BOB SIEVE) ONLY ITYNAHAIDS STAMPED BY JAOMEMP JRBgin WCHC
MIN WCHARED'ISSUED FOR CANSTRUCHOWSTANUARE TOM CONSIDERED AEON.,TRUE&VALID CONSTRUCTION DOCUMENTS
3¢ 6' IN.(TYPJ ` 'T h \��\� , 11/17/09AS
1E1 SUBMIWEDTNSTEO.TT�SOF QUEETREATED LUMBER BURNERONG NSBURY FOR PERMIT APPROVAL
} ABOVE ALL BURIED COVERS: \�� H i1 n
[SET LEVEL Wf GRACE //� l', :E, /�/ 4-MIN(6-IF O8/16/O6 (� REVISED LOCATION OF EXISTING CABIN
PIPE(&) :- � ����� ROCK BELOW) 07/17/06 Q ISSUED FOR CONSTRUCTION
PLAN FOR(SEE S2E) /��j
071M13i06,-- SUBMITTED TO TOWN OF QUEENSBURY FOR PERMIT APPROVAL
10't //�/�N/.A�.� PRNICE ADJUSTABLE LEVELING
DEVICE ON EACH OUTLET �i8 3 �`.OhJfE REV'dAY ISSUED/REVISIONS
INLET�C, 0 OUTLET�J Q IF 4'COVER CANNOT BE ACHIEVED THEN f 1 S
4'PVC GRAVITY SEWER INSULTS PIPE WITH Y RIGID FOAM PIPE ,�` -�;\ .�:ti WASTEWATER SYSTEM DETAILS p�
IN,
&FASTEN SECURELY TO PIPE: ' y
FORT MILLER BOX O 0.5%MIN.SLOPE PROVIDE PROTECTIVE COVER OR CASING 7 REPLACEMENT WASTEWATER DISPOSAL SYSTEM
OR EQUIVALENT }
IN VEHICULAR TRAERC AREAS,IF 3'0'COVER i'` JASON BROWN
12'MIN.OF CLEAN SAND AD
CANNOT BE ACHIEVED,FORCE MAIN SHOULD BE Y w' i ��IL;� QUEENS BURY,NEELL W YYORK
OR PEA GRAVEL FOUNDATION PLACED IN A PROTECTIVE CASINO.
4 DISTRIBUTION BOX JARRETT Engineers, PLLG
C2 SCALE:N.T.S. �+ ..H.TN�OFA?S:IARRETT CiMi]&Environmental Engineering
WASTEWATER TRENCH(PRIVATE) p E.#67509 12 FAST WASHINGTON STREET PHONE:(518)792-2907
_. C2 SCALE:N.T.S. COPYRIGHT BRA GLENS FALLS,N.Y. FAX:ULB)788-1664
s JULY 20W PRO A 06-027 SHEET:3 OF 5
SnEEDPEz3A PLOT'TEOIREVASED:ILS.S..-
QPUMP STATION SPECIFICATIONS PIPING SYSTEM
CONTROL&ALARM PANEL(S) 1) PUMP STATION PIPING SCHEDULE 40 PVC OR SETS 17 HOPE.
1)INSTALL CONTROLS PER MANUFACNRERS RECOMMENDATIONS. 2) VALVES:CHECK-PVC,BALL TYPE.
SHUTOFF/THROTTLING-BALL VALVE-PVC
2)ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION.
PUMP STATION STRUCTURE
3)SIMPLEX CONTROLLER AND ALARM:MODEL E2 SERIES BY SHE RHOMBUS.OR
EOUIVALENT;IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM:ENCLOSURE TYPE DICTATED BY (GOLLIESMODEL FIBER GLASS PUMP STATION CHAMBER
LOCATION. (MODEL A7-3636 WITH ANTI-FLOTATION MEASURES&A8-36 HI COVER BY COULDS OR APPROVED
OUIVAENT)
t)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM.
5)HOA SWITCH,WITH RUN LIGHT ON PANEL DOOR,FOR EACH PUMP.
6)VISUAL AND AUDIO ALARM.
COORDINATE LOCATION
WITH OWNER 7)ALARM RESET AND TEST BUTTONS ON DOOR,
6)LOCATE AS DIRECTED BY OWNER.
WECONTROL 9)MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED,
P%fEL PANEL JUNCTION BOX PUMPS
1)INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS.
GRINDER PUMP
2)ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION.
10 POWER(SOURCE PER DINNER) 3)SUBMERSIBLE EFFLUENT PUMP.10.115V OR 23M TO MATCH POWER SUPPLY.
4)GOULOS GRINDER PUMP MODEL#RGS2012.
]NEED FROM SEPTIC TANK TO LEACHING SYSTEMS 5}TEST PUMPS FOLLOWING INSTALLATION:MEASURE DISCHARGE RATE DURING TEST AND ADJUST
THROTTLING TO ACHIEVE 20 TO 30 GPM DISCHARGE RATE. MARK VALVE OPERATOR AT THIS
i-2"TEE W/ POSITION.
DRAIN BACK VALVE
ELECTRICAL SPECIFICATONS
INSTALL PUMP UNDER COVER TO FACILITATE
EASY REMOVAL AND INSTALL JUNCTION BOX
WITHIN REACH OF COVER FOR MAINTENANCE
PURPOSES. CONTROL POWER
115 VAC
PLAN (1)(2)(3) (4)� (sX
R
COVER SIZING COORDINATED WOO! NEW REUY
HATCH
PUMP
OWNER.TO FACRI OURNG FUTE EASY URE TA WA ECCSS NCETO AD.HI-LEVEL ALARM1
"E'HANDLE VALVE OPERATOR JUST UNDER OPENING. IN CONTROL PANEL)
REMOVABLE FOR USE WITH 2"VALVES,FANG NEAR HATCH (7)
- 2'RGER WIDTH CAP FOR LIFT OUT LI WATER PUMP
OR EQUIVALENT(CBORD WITH OWNER) 3"OV VENT PIPE(VENT MAY BE ROUTED L2�(230 VAC.iPH
7 TO TREE/BUILDING OR OTHER LOCATION EFFLUENT PUMP
NEW TYPE 6 JUNCTION BOX I FOR AESTHETICS/SAFETY REASONS) SEPTIC TANK STATION(8)(9)
1'-6"
y^o YAWA HARD ITT3MR<O CRAOE TO OR"AWAY i)PRpNDE SURGE ARRESTER IN POWER SUPPLY PlANEL BOMB.SURGE ARRESTER SHALL DE A
POWER COED \�/ \' DUTY POLYERi1'LENE LIFT OUT SQUARE D CATALOG#S 1175 OR EOUIVALENT AND RATED FOR 240/120 VAC,SINGLE PHASE
CORDS(2 REWD)ATTACHED TO STAINLESS SERVICE.
WATER Tri JWNTS RYP.) \ STEEL EYELET
IN LROM SEELY TANKS \/� 2)IF PANEL BOARD IS NOT GROUNDED,PROVIDE A 4 AND COPPER GROUND CONDUCTOR FROM
\ PITLESS A6APMR OR EQUIVALENT THE PANEL BOARD TO A 5/8"X e'COPPER CLAD STEEL GROUND ROD AND BONDED TO THE
WATER SUPPLY SHUT OFF // WATER SERVICE PIPING.
AIANN ON 2*FULL PORE BALL VALVE
PUMP ON 3)FOR SIMPLEX PUMPS,PROVIDE IT-1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS)
TO LEACHING SYSTEM-7 GREAKR(PUMP POWER)AND i-1 POLE 15 ARE CIRCUIT GREASER(CONTROL POWER)IN HOUSE
2 PIPING \ PANELS BOARD. IF NO SPACE IS AVAILABLE IN PANEL BOARD,PROVIDE A LOAD CENTER(SOURRE D
IN 1"FORCE MAIN
GRINDER PUMP TYPE GO
OR EQUIVALENT)ADJACENT TO THE PANEL BOARD.THE LOAD CENTER SHALL BE RATED FOR
m PUMP OFF�/ PROVIDE REDUCING TEE WITH 1"BALL 240/120 VAC,SHALL HAVE A NEW I ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS
FLOAT SWITCHES(4 REO'D)\` S` VALVE ON BRANCH;THROTTLE SAL VALVE BOARD DESCRIBED
AMQV
L,GSPBOVDEE LOAD.CONSISTING OF(2+GAD)CONDUCTORS FROM THE PANEL
J i TO ALLOW"PRICKLE'FLOW BACK TO NET WELL
NATIVE UP NflU. %\\ 4)ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL
THOROUGHLY COMPACTED '� `\ ANTFLOTATION FLANGE ON BOTTOM OF CHAMBER. REQUIREMENTS OF EACH COMPONENT.
12"(MIN.)COMPACTED CRUSHED STONE INSTALL PER MANUFACTURER RECOMENOATIONS
5)PROVIDE 2+GND)CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL.
E MATERIAL ATOP FIRM NATIVE FOUNOATKRi 2"TEE PROVIDE(2)CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL,
SECTION NONMETALLIC SHEATHED CABLE{TOME%)MAY BE USED.IF SINGLE CONDUCTORS ARE USED THEY
NOTES: 2"CHECK VALVE MUST BE INSTALLED IN EMT.
1)LOCATE VALVE OPERATORS h JUNCTION DI TO BE READILY ACCESSIBLE THROUGH COVER(S). 6)INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. ONLYURAWIAA95RETO0 ECODU ETDUE ,TCUE PLLC
WRHAREO'IS MFORCCNSIRVCTiON'SPAMPPAE TO BE CON8IDERE6 LEGALTRUE8 VlJlO CONSTRUCTION DOCUMENTS
2)WATER SUPPLY SHUTOFF TO BE A SMENCID VALVE OR A RELAY TO SHUT OFF WATER SUPPLY PUMP 7)IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE RE-SUBMITTED TO TOWN OF OUEEN58URY FOR PERMIT APPROVAL
POWER.(SEE ELECTRICAL.SPECIFMATIONS) FOLLOWING SHALL BE PROVIDED.PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA t 11i1T(09 0 UPDATED TO CURRENTSTANDARDS
ENCLOSURE(SOURE D CUSS 8501 TYPE X OR EQUIVALENT).RELAY COIL SHALL BE RATED FOR 120
VAC.RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL LOAD AMP RATING DIVISION /e) REVISED LOCATION OF EXISTING CABIN
7 PUMP STATION OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED.LOCATE RELAY ADJACENT TO
C;t1 CONTROL PANEL AND LABEL ENCLOSURE, PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT 07117/06 /�, ISSUED FOR CONSTRUCTION
`+2 SCALE:N.T.S. USTED IN NOTE 4 FOR PROPER OPERATION OF REUY. /�
8)PROVIOE(9)TYPE THW CONDUCTORS(2+GND)CONDUCTORS FOR EACH PUMP AND(6) 07/13/06 /� SUBMR'I'ED TO TOWN OF pUEENSeURY FOR PERMIT APPROVAL
CONDUCTORS FOR LEVEL CONTROL.SIGNALS)IN A 2"SCHEDULE 40 PVC CONDUIT FROM THE ram. aAEV@ ISSUED REVISIONS
CONTROL PANEL TO THE YOU WELL JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF
2
4"BELOW FINISHED GRADE.TRENCH SHALL BE BACKELLED WITH CLEAN SAND FILL UNTIL CORLETT f/ " 'r_`:`.
ARE COVERED. 5,,•r�.S SEWAGE EJECTOR p$j
9)PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTI NI / �,•q I t REPLACEMENT WASTEWATER DISPOSAL SYSTEM
10)BOND CABLE GROUND TO PUMP HOUSING AMID IF APPLICABLE,THE GUIDE RAILS. f ,T( T D+1 JRSON BROWN
t 44 RUSSELL EA HIS ROAD
11)ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELE IC CODE AND Y` 41 l OIJEENSBURY,NEW YORK
APPLICABLE LOCAL OR STATE CODES.
12)CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPEN � V.,�=C,.r�'< Jj1RRE y y Engineers, CLLC
Civil&Environmental En
13)PROVIDE NYE BOARD OF FIRE UNDERWRITERS INSPECTION UPLIFT TE AT COMPLETION OF ,•'' `� T GM y"*FEfT gtneering
R. " ED9 12 FAST WASHINGTON STREET PHONE:(518)792-2907
14)PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION I FUNCTIONING AS REQUIRE PoHMCM02099 GLENS FALLS,N.Y. FAX:(518)798-1BBA
w. JULY 2006 PRO#06-027 SHEET:4 OF
I.ARM.EET:.— FNVIS_o."'KAR EIRAM
EROSION&SEDIMENT CONTROL:
ES-1)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE
CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON
THESE PLANS AND/OR THE'NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL
USDA-MRCS,AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE,LATEST EDITION.
ES-2)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTAEUSHED GROUND COVER/SOIL,AND NO
A LAND DISTURBANCE SHALL TAKE PEACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND
SEE PLAN FOR SPACING SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL
OF THE PERMITTING AUTHORITY.
SILTATION WRIER: FLOW
RIP RAP ES-3)IN AREAS WHERE SOIL DISTURBANCE ACTNRY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED,
NOTE: TEMPORARY AND/OR PERMANENT SOIL STANUZATION MEASURES SHALL BE INSTALLED AND/OR
1)CONTRACTOR MAY USE ANY OF DETAILS SHOWN HEREON FOR 12-(MIN,) _ IMPLEMENTED WITHIN SEVEN(Z)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASES.THE
SEDIMENT CONTROL,OR OTHER AS APPROVED BY ENGINEER. FLOW SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION
DITCH INVERT OF THE TECHNICAL STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
DETAIL:EROSION CONTROL BARRIER 1 FLOW COMIROL
E`"•' SCALE:N,T,S. PERFORATED CAP TO BE ES-4)FROM BAY I OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,EROSION AND SEDIMENT
CRUSHED 2'(MIN.)ABOVE GRADE RESTORATIOCONTROL NS COMPLETE AND ESTABLISHED.
URE$S�BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE
STONE
SECTION ES-5)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,
4'DIA PERFORATED PIPE: INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE CONSTRUCTION
EXTEND BELOW MOST LINE ACTMTY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PEACE TO PREVENT FURTHER
BYP,AT EACH CHECK DAM) OVERFLOW OUTLET ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED.
LIGHT RIP RAP OR ES-6)GOALS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT
CRME 3• UNCLASSIFIED STONE AS CONTROL SYSTEMS;CONTRACTOR TO DETERMINE'BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO
SAND BAGS LAD TIGHT 50D�l
FACING(BOTH SIDES} OWNER/ENGINEER FOR APPROVAL.EAMIMN
ENDTO END,PERPENDICULARTO DIRECTION OF ROW ES->)EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY i OF CONSTRUCTION UNTIL FINAL
SITE STABILIZATION TO PREY NT EROSION;OPTIONS INCLUDE:
fUNlRUSHED STONE A)GRADE DISTURBED AREA AND SEED(TEMPORARY OR PERMANENT)IMMEDIATELY AFTER
OEPiH YPRIES: CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED.
B)MULCH WITH STRAW,BARK MULCH,STONE,ETC.
SECTION A-A
HARD SURFACE C)APPLY EROSION CONTROL MATTING.
y U DETAIL:CHECK DAMS D)OTHER,AS APPROVED
EG 1 SCALE:N.T.S. EARTHWORK&TURF ESTABLISHMENT:
9 GEOTEXTILE FABRIC:FILTER X.MIRAFI 100x, ET-1)ALL DISTURBED AREAS SHALL BE RESTORED i0 ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED
DETAIL:SAND BAGS STABUNKA T140N,OR EQUVALENT;OVERLAP ON THESE PLANS OR BY OWNER.
&THE JOINTS 6'MINIMUM
N.T.S. ET-2)TOPSOIL,SEES AND MULCH DISTURBED AREA TO ESTABLISH GRASS GROWTH;CONTACT OWNER
STEEL.OR 2'x 2' AND/OR LOCAL SOUL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
HARDWOOD POSTS
24.(MAX.).� ET-3I 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
ROW PRACTICAL AND AS DIRECTED BY OWNER.
A
=' 8 4'MIN.', TYWCAL DIREC NO CLEARING OR GRUBBING BEYOND THE CLEARING LENTO H S LABELED SHALL OCCUR UNLESS
FWW
1 C' TIE POINTS DIRECTED BY THE TOWN,
g G.—
MIN,`' MEDIUM RIP RAP RYE.) SECURELY FASTEN WIRE DITCH STABILIZATION(MIN REQ•D;ADD'L MEASURES MAY BE NECESSARYI:
SHEET FLOW DRAINAGE V 'r5•MAXIMUM_ FENCE TO POSTS&
NON-WOVEN GEOTEXNLE FABRIC FABRIC TO FENCE DS-I)0-6R:SEED&MULCH
DIKE CONSTRUCTED USING US-2)6-10%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING
ORIGINAL GRADE CRU5NO STONE AND LIGHT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT)
RIP RAP;SEE CROSS SECTION BELOW STEEL OR WOOL POST WITH
I WOVEN WIRE PENCE(14.5 GAUGE OS-3)10-IS%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES
BUTT 6ALE5 TOGETHER,
END SECTION MIN.;6'MESH SPACING) (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT)
HE.:NO GAP OS-4)157+:STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL
OSW OW OUTLET:WHEN 1_g 1 a PLOW 1'-a 1 4 ROW SLOPE STABILIZATION ULCH(MIN REQT;ADD'L MEASURES MAY BE NECESSARY):
USED AS CHECK DAM ONLY 0-20%:( g SS-1) SEED&M
GEOTEXTILE FABRIC WRAPPED GRACE 4'(MIN.)DUN ROCK
AROUND HAY MILES,AS SHOWN ABOVE *DEM7
LINT RIP RAP OR GEOTEXHLE FABRIC SS-2)20-35%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING
/!/ UNCLASSIFIED STONE AS CEOIEXTILE FABRIC (EX.NORTH AMERICAN GREEN MODEL:St 50N OR APPROVED EQUIVALENT)
2"x 2•HARDWOOD STAKES OR BE-BARS BABA FACING 4'x6'TRENCH
DRIVEN FLUSH WITH BALE:2 SI'A(ES 1•-4. WITH COMPACTED BACKFlLL i'-4'
PER MALE REQUIRED.ONE VERTICAL,ONE PNGlEO 55-3)35-50%:SEED&MULCH Al PERMANENT EROSION CONTROL MATTING ON SLOPES
CEOTEXBLE FABRIC OVER NOTES: (EX.NORTH AMERICAN GREEN MOUEU C125 OR APPROVED EQUIVALENT)
DAM FACE AND ANCHOR SS-4)50%+:APPROVES STRUCTURAL MEASURES
MF 4'MIN. INTO CHANNEL WALLS/BOTTOM 1)THIS DUAL IS APPLICABLE TO$HEFT ROW DRAINAGE ON A TEMPORARY OR
ur 8'MIN,(TYP,) SEMI-PERMANENT EMS(1 YEAR MAXIMUM)FOR EROSIN CONTROL.
OVERLAP FABRIC MIN.) B2 OR LARGER
0 6 STAKE CRUSHED STONE 2)SILT
NPENCE SHALE BE PLACED ON SLOPE CONTOURS TO MAXAME PONDRIG
BEDDING DETAIL ONLYDPAWIN srue 0BECONSIDERE ERAIAaerx•PLcc
CROSS SECTION wrrn AREo•IssueaFOR CONs1-SUBMIT EDT AST05G CONSIDERED LECALTRUE E VAID APPROVAL
cnoN Docu.MENTs
3}MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED 11/12704 (UPDATE TO CURRENT WN OF GUEENSBURY FOR PERMIT APPROVAL
N A SLOPE: _ UPDATED TO CURRENT STANDARDS
NOTES:
NOTES: SLOPE STEEPNESS MAX.SIAPE LENGTH
2.1 25 FT 08/16106 Q REVISED LOCATION OF EXISTING CABIN
1)THESE DUALS ARE APPLICABLE TO SHEET ROW ORANACE ON DISTURBED 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET ROW 3:1 50 FT 07/17/06 Qi ISSUED FOR CONSTRUCTION
SOILS,HAY SALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. ORANAGE ON MODERATE SLOPES, AS A CHECK DAM SEDIMENT TRAP TIT A
DRINAGE DITCH;IF USED AS A CHECK DAM.PROVIDE(REGROW CAPABILITY.
TO BE 2 OR GREATER FOR TEMPORARY EARTH 2)MAY BALE DIKES MAY BE USED FOR TEMPORARY(Tg0 DAYS MAXIMUM) 2 ?).13/D6 AA SUBMITTED TO TOWN OF OL/EENSBURY FOR PEPMIT APPROVAL
EROSION CONTROL. )'A' DINES AND 2.5 OR 5:1 OR FLATTER 100 FT
ISBUED{RE
GREATER FOR PERMANENT EARTH DIKES. -'FORTE �'') REV.v# REVISIONS
4)INSPECT AND REMR FENCE AFTER EACH STORM EVENT AND REMOVE p
3)'B'TO BE HEIGHT SHOWN ON PEAR OR EQUAL TO HEIGHT OF MOONING SEDIMENT AS NEEDED:9'(MAX,)RECOMMENDED STORAGE HEIGHT. . EROSION&SEDIMENT CONTROLS
GROUND OR MAXIMUM 18'HIGH. •J 1 EG1
5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL A -.T I
1 DETAIL:STRAW BALE DIKE CONTRIBUTE SEDIMENT OFF-SITE AND CAN 8E PERMANENTLY M.1 D. I r REPLACEMENT WASTEWATER DISPOSAL SYSTEM
E(�+� SCALE:N.T.S. 1 2 1 44 ON RIS BROWNR ROAD
DETAJL:EARTH DIKE 13 DETAIL:SILT FENCE T r
RUSS
ECi SCALE:N.T.S. ECi1 SCALE:N.T.S. ;�Y(} QUEENSBURY,NEW YORK
JARRETT Engineers, PLLC
THDMAS IAAREff
-P.E5]509 12 EAST WASHINGTON STREET PHONE(518)292-2902
COPrRIGHi®2aos GLENS FALLS,N.Y. FAX(518)798.1864
ia: JULY 2006 PRO A.-Gl SHEEP:501S
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