2008-325 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF C0MPLI_A_N_ %(__1'
Permit Number. P20080325 Date Issued: Thursday, September 16, 2010
This is to certify that work requested to be done as shown by Permit Number P20080325
has been completed.
Tax Map Number. 523400-239-015-0001-003-000-0000
Location: 8 ROCKY SHORE Rd
Owner SALLY KELLY
Applicant: SALLY N KELLY
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Co a Enfo ement
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: P20080325 Application Number. A20080325
Tax Map No: 523400-239-015-0001-003-000-0000
Permission is hereby granted to: SALLY N KELLY
For property located at: 8 ROCKY SHORE 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. TVe of Construction Value
Owner Address: SALLY KELLY
30 OAKWOOD Dr Septic Alteration Residential
QUEENSBURY,NY 12804 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-325
septic alteration residential
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,June 25,2009
(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 To eensb , A
da ,June 25,2008
SIGNED BY ,w for the Town of Queensbury.
Director of Building&Code Enforcement
r
For an EPA homeowner's guide: h,'tp://�,,-,toAi.erpa.�:,ov/nrdes�/Qubs/� cmeowner a,-,&S -MQe 43�--
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OFFICE USE ONLY
04
11s.
TAX MAP NO. PER IT NO. PERMIT FEE u:'-11
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APPROVALS: ZONING TOWN CLERK
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APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT. ' A. 0 INSTAL Q?"f+
OWNER: Dr D�0� INSTALLER: SP
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ADDRESS: 3o Oqk-Lx�x A I NOS.
Q, ADDRESS:
PHONE NO
t
SC� )2�:j D4_ tA n01E N
.6 9 Sf-' e ?b YL Ck\
� WaIl
LOCATION OF INSTALLATION: 1_VO-10 U-
RESIDENCE
YEAR BUILT NO.OF x COMPUTATIONn = TOTAL DAILY FLOW INFORMATION:
BEDROOMS
1980 or older Q x 150 gallon per bedroom = 0 GARBAGE GRINDER
INSTALLED?
1981 -1991 x 130 gallon per bedroom = 0
1992-present 110 gallon per bedroom SPA OR HOT TUB
L x INSTALLED?
PARCEL INFORMATION:
_6 C)V\
✓ TOPOGRAPHY: FLAT ROLL Le", STEEP STEEP SLOPE SLOP % 00
V SOIL NATURE: SAND LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? BEDROCKJIMPERVIOUS MATERIAL AT WHAT DEPTH?
40/f
✓ DOMESTIC WATER SUPLY MUNICIPAL WELL (If well:water supply from any septic system absorption is:(IM ft)
✓ PERCOLATION TEST: RATE IS 3Y-j-- PER MlINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED
PROFESSIONAL ENGINEER OR ARCHITECT)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: ( �� GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
SYSTEM TYPE: B6-:ID each garbage grinder,spa or whirlpool tub. ��
[3ABSORPTION (WITH NO.2 STONE) Total length-1?—ft. Each tfem)h x 32
[-]SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
0 ALTERNATIVE SYSTEM Bed or other type?
El 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 rebayd tV regulations with respect to this application and agree QUESTIONS? CALL 7611-8256 OR EMAIL
to abide
_se and all require ts,of the Town of Queensbury codes(d-)nueensbury.net
Sanitary wage Disp r ' -4 VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
4 queensbury.net
Si ature of Person Responsible Date
Town of Queensbury - Conimunity Development Office - 742 Bay Road, Queensbury, NY 12804
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Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: _ am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: Z..AAA. f�
NAME: , ' �� -'� PERMIT NO.:
r
LOCATION: J'r" j - ,�. ��?__. INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: [ro96/ Clay
Type of Water:
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + - Y N N/A
Absorption Field: Total length ft.
Length of each trench ': ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number � � i—�V-W�
Size:
Stone Size: �y �
Piping ize T r TD VK—FU F l f"J*A?
Building to tank -k
Tank to Distribution Box a' $�fZ
Distribution Box to Field/ Pit ^"
Opening Sealed: N V06ZRO t0k-'
End Ca N
Inlet/Outlet Pipes&Baffles Y N
Location Separations p
Foundation to tank IS ft.
Foundation to absorption ft.Separation of Pits ft. Y�
Conforms as per Plot Plan Y
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
Sys tern Use S
Approved
;7Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: -4 am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /f ;kAA--) `5. llt-
NAME: "` E PERMIT NO.: 1�1 � ZS
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.
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: I x
Stone Size:
Piping Size TAX
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: Y N
End Ca Y N
In Outlet Pi &Baffles Y N
Manholes Ir or less below grade _Y _N
[provide.extension collar if Yes Y N
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
ETU Maintenance Contract _Y_N
provided
Location of System on Property:
Front r Left Side Right Side Middle Front Middle Rear
Wstem U S us:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiling\2010\8ui1ding Codes Forms\Inspectlon Forms\Septic Inspection Report-03 29 10.doc
m
THE INSPECTOR
5390 State Route 11,Burke,NY 12917 ,
1-800.487-0535 ttiit,Nv.theelectriealinspector.com p
Date:September 14,2010 Application No.On Mle: 072493 p
THIS CERTIMS THAT David Kelly
Only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of.
8 Rocky Shore Road Town of Queensbury
In the following location: Basement X 1`tFloor 2"d Floor No.of Apt Garage Attic Outside X Commercial Residence X
7
Was examined on 9/9/10 and found to be in corn liance with the requirements of the National Electric Code. fD
GFCI Fixture Outlets Receptacles Switches Fixtures Ranges Cooking Decks _ Ovens Dish Washers Exhaust Fans Smoke/Heat w
Incandescent Fluorescent Other Amt. I K.W. Amt, I K.W. Am6 K.W. Amt. I K.W. Amt, K.W. Detectors
N
.a
r
0
O
Dryers Furnace Motors Dimmers Water Heaters Utut Heaters Multi Outlet Sys. Electric Heaters �
Amt. K.W. Oil H.P. Gas H.P. Amt. Wan Electric Oil Gas Amt. Rating No.of Feet Amt. F.W. Amt, K.W. Amt. K.W.
Transformers Alarm S stems Sppecial Rece tacle Panels Motors signs Track Li tin Disposal
Amt. I KVA AN I PS Det. Panel Amt. K.W. Amt. No.of circuits Rating Amt. I H.P. I Amt, No.of Lams No.of I-Ieads Amt, H,P.
1 Control Pastel 200 2 FR
1 30 Existing 200
2 New Ut
tb
Service Disconnect Equipment Service p
Amt, I Amp. T� Maier 1 Phase l Phase 3 Phase 3 Phase No.of CC. AWG. No.of AWG.of No•of AWG of p
2W 3W 3W 4W CondJ hose CC,coed. Neutrals Neutrals HI-Legs H1;Legs M
-A
-A
U1
Other A aratus
Septic system-Control Monitor
Manager
N
This certificate must not he altered its any manner;return to the office of THE INSPECTOR if incorrect. Inspector's credentials can be verified.
0
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: pm
742 Bay Rd., Queensbburry, NY 12804 Inspector's Initials: jc { `
NAME: -- PE IT NO.• _
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/Clay
Type of Water: Municipal Well Water
Waterline separation distance
Well separation distance
Other wells: ft.
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 r
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box TA�
Distribution Box to Field/ Pit
Opening Sealed: Y N ( / U �• --�.
End Cap Y N
InletjOutlet 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.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
ETU Maintenance Contract Y_ N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
stem Use Sta us:
Approved
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
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DOCK SLAB • 'w
ELEV. 32L31' A 3k
C• WOOD-WALK - �• � / ♦. i � •rtw °7 r',' )� �' � ` . � ti r�, b I41.1 it . � #
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IRON PIPE FOUND �' NW CORNER CONIC. WALK J
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CO NC. STEP - I t ri i t
HOUSE ELEV 334.67'
STONE RETAINING W ,1r � ! I � •i !t I;l . :'� I t t' r� � '� t �
v ALL `, � ! I •� i, ;! � i /j r"'.:,,, #` `', \ +
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STONE RE AINING WALL :�
.. ::►y r'" / if !' , ,(,1 I 1�'ti holy '''`•'' ...y-'" yny `' ' •,
RAILROAD TIE =ROPANE PIPE PROPOSED 4n PVC SDR 35 HOUSE SEWER `;:
..•�i i' 1 / r S •i .1 i �t �,f` '�:` ,r' t - :.Yb,.' •. t' le..
LEANOUT i #r ram... f f r r'•, ti. r1 <" , r N
STEPS n �- •' i +'- . I � 1 j r' � �• �". � C _ ! .�
•
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1' ,�
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00 M LO E s'001
r ft
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0 CONIC. ( r`:-+,, R� !j ,+,r,,,� .i .g ,�,.`•�. ,.��• _ ,"/ if l ,R . �� �,. '� , �'-..�-,.., r �t '! `'. , yy `'ti a ,a -"w \, „`'h, �'y
STEPS WATER • J i ,/ii ;r1K / J � I , ,Il ,' .
CRUSHED STONE
`.�.- �R•* � i / r -, i�i!' ICJ j � 't 4 r •, t. ( i `I 'n i 1 'l
9�2 8 PAVEMENT REMAINS :+ •a S'►. + ♦ir % + y, y 'i, y� f s 1 t • { ; { 1 r , i� t j
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STEPS ;36 .... `♦�• •a+ej • ♦ j I j
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PROPOSED 1250 GALLON PRECAST CONCRETE SEPTIC TANK rse
�W
USE HEAVY DUTY TANK FOR DRIVEWAY TRAFFIC " = '; c' f /�/
• jff W•' �. (' r�, ,} , 1 r`r �r r J ;' f�; p 1yt �,1'ti "'e •�, j '4 ' .-� r r,•� ,�
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BOARD FENCE --�. 1/4 PER FOOT MINIMUM SLOPE r t�I a J i �' '� :�,t} `= � _ {r,
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PROPOSED PRECAST CONCRETE EFFLUENT PUMP CHAMBER r, • i; r , ' +; ,fir: ` ` r f. it ,, `
UTILITY,
� + �I `� �! i f { � i�; ,�� f�l J ' ._.� '..`". '�+ 1+✓'- •� � � � ,{ 'a,�` �,,�, r..,.,; '♦ { I '' �' 'C# rd�
POLE USE HEAVY DUTY TANK FOR DRIVEWAY TRAFFIC
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PROPOSED PRECAST CONCRETE i ,� •' I ,. �� ,,: t I J, .
WATER PIPE , r! r� .•, WI� �I'enry l J,a,, y , )t Tli it�` ,� r iti ITION : `•:� f. ..!f.; " '► _. '. !f r f^i' t t(i I. 1 ilfl', yi '.It`I � ''b'1 P PAD STRIBU BOX b ',� ' f' >' + ` �e ' � , I �.. +• t v t/ J !r "' .` j *�
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PROPOSED 2Ir PVC SCH 40 FORCE MAiN
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R SIMILAR 100 PSI MINIMUM RATED) ArJ' "
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.. i/ ot / �" „".-,.. • fw ' , i c r ! •L•j I ,; :i a.`'.
AIN TO EFFLUENT„N PUMP CHAMBER / ,
F 10 : t 1, _-._..�.�..__. r► • , .. � ,• .,1 't ;,"� a t'•,,, M1 a..`. "•y: r' f i .�� '•+r j,✓�.�+"'.•�'"� ,,tin ,"'•y,'t Y,^;�.._. .,rr ,,, 'f
RUI AN
WELL CASINGKI
•J � ! �S i 1 + i M i•, I/ t o ,/ J i J a _ . _ yR` 1 ��
�M }•i' \ t� � �, •! 1 ! 1, � . / •...{ � .,� r �. _. '`'", 'v,� F'
• r n r t
_ •% -f '•�' + '•--�jla'p ! r r � ;1 { t t j, �'^ - -r ,� -_-..- --_..1, J, { ' //r - ,, � ti. YF t.,, ..., "„ .a,'.
1 y
.'O h HEMLOCK f- • '! i �' i, JS_ `1 � tl l � .1. I .s
I'
41
.:r• b 1 »ti �.'�„�1 1, � ( �� ! .. _ f'' - e.-.,I• '1'�-r.� t y�''`•� - �! l 'i' Y'!�( ��
t, - q1 j''f[ , ♦1 r i j7l1t c f( , tl d -.!' .'�( { (� -`./..., r'�'+ �.`w. '•. `r, _ "'t y r # S
1lOCKS f_T �""{:f.,IC ,' i' I • 1 # "i 1 1 i `{ r' 1 1 - �"' _...•'_. .
/ t ASTEWATE R ABSORPTION FIELD 3 \ ♦�� 7 El B0 , ... • t T: �;. - . ..
PROPOSED W 7 , N , . / r>l'.■ ' iIf S, •
i!
3 ABSORPTION BEDS @ 5i 3 , I00
1 �' _wi%•�r i. r='=. ._:r_-•!',.r''"'' .=�C '-j 1` i I',Ir l' + 11 I t :
'1f'�1 ,`�•.#
TOTAL OF 480 SF nocK
_
1"L FENCE
PLACE 24" TO 30" GRANULAR FILL H L I5JI �''�TEST E
CONSTRUCT BEDS WITH BOTTOM OF LOCATION MAP
STONE AT ORIGINAL GRADE FLVED h o ^rt
1" - 1000 '±
PAVEMENT
�o
SOILTEST DATA CRUSHED STONE DR.
�---RAIL FENCE PLACE 24" TO 30" GRANULAR FILL
8-10-04 UTILITY POLE -�,- �o�,` CONSTRUCT BEDS WITH BOTTOM OF
TEST HOLE #I qr�J STONE AT ORIGINAL GRADE TO PROVIDE
0 - 7 FILL (BROWN SAND & GRAVEL, 36 ABOVE SEASONAL HIGH GROUNDWATER PROPOSED ABSORPTION BEDS
GRAVEL
TRACE OF SILT) 0-3 CAR PORT 380 380
PROPOSED GRADE
7" - 11" BLACK TOPSOIL
16" - 24" BROWN AND TAN SAND, ���, SHED 378 378
SOME SILT, TRACE OF GRAVEL
376
24 - 40 LIGHTER COLOR TAN SAND, CAR PORT 376
SOME SILT, TRACE OF GRAVEL 3 MIN
374 374
40" BEDROCK \ _ _ _ _ _ _ _
PROBABLE SEASONAL HIGH GROUND WATER @ 36" IRON PIPE FOUND
-----� 372 __.._.._.._ ._.._.._.._.EXISTING GRADE 372
PERCOLATION @ 20" - 1"/ 4 MINUTES
- -_-'='� '•�-��-
370 _ 370
5-10-07 - APPROXI ATE SEASONAL HIGH G OUNDWATER APPROXIMATE BEDROCK
TEST HOLE #2
TENNIS COURT O O O O O O
0" - 16" FILL (BROWN SAND 8t GRAVEL, / + o + + + +
CDo O O (D
TRACE OF SILT) /
16" - 24" BLACK TOPSOIL \ y,,�� o���A� FIELD SECTION A-A
24" - 36" BROWN AND TAN SAND, `���
SOME SILT, TRACE OF GRAVEL QUOe S�P� 1" = 5'
36" - 42" LIGHTER COLOR TAN SAND, 04�
SOME SILT, TRACE OF GRAVEL a��y SITE PLAN
42" BEDROCK JEH 1 6-17-08 RELOCATED WASTEWATER ABSORPTION AREA AND MODIFIED DESIGN
SEASONAL HIGH GROUND WATER @ 42° AX JEH 6-8-07 REVISED PER TOWN OF QUEENSBURY COMMENTS
JEH 6-1-07 RELOCATED SYSTEM AND CHANGED TO BED DESIGN
ROOTS FULL DEPTH JEH 5-10-07 ADDED TEST HOLE #2 DATA
PERCOLATION @ 20" - 1"/ 3 MINUTES 30 SECONDS JEH 7-19-06 REVISED PER JEH
REV: BY: DATE: NOTE:
5-21-08
.WASTEWATER REPLACEMENT SCALE: lrr = Zo'
TEST HOLE #3 t�:•: PIPE FOUND ---��
o�,°FE �`F�� SALLY & DAVID KELLY, MD DRAWN: Z.N.M.
0�' - 121' FILL (BROWN SAND 8, GRAVEL, TRACE OF SILT)
12 - 18 BLACK TOPSOIL MAP REFERENCE CHECKED:
" - BROWN AN TAN SAND, SOME SILT, TRACE OF GRAVEL FOR ET P TOWN OF QUEENSBURY J.E.H.
18 36 0 N D 0 COMPLETE PROPERTY SURVEY SEE WARREN COUNTY, NEW YORK DRAWING NO..
36" - 40" LIGHTER COLOR TAN SAND, SOME SILT, TRACE OF GRAVEL SITE PLAN "TOPOGRAPHIC MAP OF LANDS OF �o �9190 _
40" BEDROCK 111 = 20' DAVID R. KELLY, MD 8t SALLY N. KELLY �rfst��•o� 04 085
PROBABLE SEASONAL HIGH GROUND WATER @ 36 BY: DAVID F. BARASS, LS DATED: 6-25-02 NAMES E. HUTCHINS, P.E.
PERCOLATION @ 20" - 1"/ 4 MINUTES DA E SEALED: P.O. BOX 220, 12 CLRCLEAI E- SHEET 1 DATE PRINTED:
NORTH CREEK, N.Y, 12853 of 2 9-8-04
SEE PLAN FOR LENGTH AND NUMBER OF BEDS
BARRIER MATERIAL (FILTER FABRIC) - 32'
BACKFILL 6" TO 12" PURE GRANULAR FILL IN THIS AREA - FILL
TO HAVE PERCOLATION RATE OF I /5 MIN. ABSORPTION BED TO I"/10 MIN. I - - - - - - - - - - - - - -
N THE PIT COMPACT AFTER - _ _ _ _ _ _ _ _ _ _ _
- i
PRECAST T EC S CONCRETE C ET E
• . . � PLACEMENT WITH TRACKED EQUIPMENT TO A ,-
;.. 6 TO .12" ,' PERCOLATION RATE OF I"/5 MIN. TO I"/10 MIN. DISTRIBU 1 ION BOX
,'.
-- 2.5'
4" PERFORATED PVC
12" STONE
( " TO 11" SIZE) TOPSOIL, FERTILIZE, SEED 5' 10'
6 l�� AND MULCH
EXISTING GRADE ABSORPTION BED �- -
5
PLACE GRANULAR FI �Lq 25'
BELOW BED AS NECESSARY
4" SOLID PVC SDR 35
TO LEVEL COMPACT WITH
HEADER @ I/8" / FT. MINIMUM SLOPE
TRACKED EQUIPMENT
"/3 MIN. TO I' /5 MIN
DOWN SLOPE 5' 10,
- -
ABSORPTION BED IN STABILIZED FILL NOTE
BED THIS DESIGN UTILIZES SHALLOW ABSORPTION S.
(N.T.S.) ABSORPTION BED ^� - f CUT ALL TREES, STUMPS AND OTHER VEGETATION AT
NOTE: 51 GRADE AND REMOVE. GRUB OUT STUMP ROOT MASS,
- HEAVY AND ALL RUBBER-TIRED EQUIPMENT SHALL BE KEPT - - - - - - - - - - - - - - - - - - - - - - - - - - - REMOVE ALL LEAVES, LIMBS AND BOULDERS ABOVE GRADE,
OUTSIDE THE PROPOSED BED AREA .�w DO NOT SCARIFY, ROTOTILL OR REMOVE ROOT STRUCTURE
- GRADE STONE WITH LIGHT TRACKED EQUIPMENT BELOW GRADE. NO HEAVY OR RUBBER TIRED EQUIPMENT
- HAND RAKE THE SIDES AND BOTTOM OF EXCAVATED AREA ALLOWED IN ABSORPTION BED AREA. CONSTRUCT
-- 2.5 DIVERSION DITCH OR BERM UPGRADE OF BEDS TO
ABSORPTION BED PLAN ROUTE SURFACE RUNOFF AROUND THE BEDS. PLACE
24" TO 30" FILL WITH PERCOLATION RATE EQUAL TO OR
(N.T.S.) GREATER THAN IN SITU USEABLE SOIL IN THE ABSORPTION
BED AREA. MAXIMUM DEPTH OF FILL = 36"
SUITABLE FILL CONSTRUCT ABSORPTION BEDS IN PLACED FILL WITH
THOROUGHLY COMPACTED SAND
STONE BOTTOM AT ORIGINAL GRADE.
SEE ABSORPTION BED IN STABILIZED FILL DETAIL.
I r
3 6" .:'
36"
SUITABLE, 5 12
IT
DESIGN DATA
1 y x r+F♦ail r v .a,.sh.� . eI!'�''.i.' i,fi��; ~I, r f r` t i�
•`�` y� : 12 OVER PIPE
Fr
GRAVITY SEWER - ASSUME 4 BEDROOMS (BR) AND A DESIGN
PERCOLATION RATE OF 1" J 7 MINUTES
h
BEDROCK ` �,�; r•: u, �> FI
THOROUGHLY ,X �-�.y5'>�x �, ASSUME 1.6 GALLON FL
USH TOILETS AND
- _..� ;�; ;� /
4�:;, t: � �• .,k .,,ti<:, COMPACTED SAND
3.0 GALLON / MINUTE FAUCETS / SHOWER HEADS
I,.. Tr � - � RETROFIT RESIDENCE AS NECESSARY
DESIGN FLOW = 4 BR X 110 GPD / BR
24, DESIGN FLOW = 440 GPD
FORCE MAIN TRENCH
WIDTH LOCATION MARKER USE ABSORPTION BED
12"± FINISHED GRADE
ABSORPTION RATE = 0.95 GPD/SF
TYPICAL FORCE MAIN TYPICAL TRENCH DETAIL /. ABSORPTION AREA = 440 GPD/ 0.95 GPD/SF
OVER BEDROCK DETAIL 8" MIN ABSORPTION AREA = 463 SF
16" (N.T.S.) ZABEL FILTER
I TRY 3 BEDS @ 32' X 5'
CAULKED JOINT (TYPICAL)
U 418„ I I 3 X 32' X 5' = 480 SF OK
TO U SANITARY TEE
3" MIN 60" THIS WASTEWATER TREATMENT SYSTEM IS
6" OF SAND, PEA 6' MIN WALL DESIGNED AND APPROVED BASED ON THE
GRAVEL OR 3/4 TO THICKNESS
INSTALLATION OF WATER CONSERVING
"T" WITH VALVE AND DRAIN I-I/2" AGGREGATE T- FIXTURES AND A DESIGN FLOW 0 F I OGPD PER
OUTLETS COVER I2' 0 EXTENSION BEDROOM. THE SYSTEM IS NOT DESIGNED TO
25" TO GRADE ACCOMODATE EXTREME WATER USE FIXTURES,
WATERTIGHT SEAL ALL
"+ TO COVERS JOINTS AND SUCH AS JACUZZI-TYPE SPA TUBS OR WATER
r f.
LATERALS TREATMENT EQUIPMENT. THE INSTALLATION OF
EXPLOSION PROOF JUNCTION BOX, PENETRATIONS PRECAST
OR POURED NON-CONSERVING WATER FIXTURES IS
"< INSTALL CONTROL PANEL IN HOME CONCRETE SEPTIC TANK CONTRARY TO THE APPROVAL OF THIS
2" FORCE MAIN----- INLET
WASTEWATER TREATMENT SYSTEM
; . INLET OUTLET
GATE VALVE______" PRECAST CONCRETE
UNION :;t SEPTIC TANK '
- PLAN - PRECAST CONCRETE PUMP ' '' CHECK VALVE
- - - ;.;; PUMP ON CONCRETE SEPTIC TANK
BOX AND COVER � _ �^�
BLOCK PUMP r. _ _ �M, 6 PUMP OFF
AS REQUIRED .�. 6" MINIMUM (NTS)
6" GRAVEL NOTE:
USE 1250 GALLONS FOR 4 BEDROOMS
r NOTES
,y.7
- USE TRAFFIC RATED PRECAST TANK
II 1/2" - SEAL ALL OPENINGS WATERTIGHT
NOTE:
711 - SET ALARM 6" ABOVE "PUMP ON" - USE TRAFFIC RATED PRECAST TANK
INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE - INSTALL POLYLOK PL-122 RESIDENTIAL WASTEWATER DETAILS
- USE TRAFFIC RATED PRECAST CONCRETE 1000 GALLON SEPTIC TANK FOR PUMP CHAMBER EFFLUENT FILTER IN OUTLET TEE
t:;;::.. ;,...,....:,.;.4•;.:.:.�. .,<..r':,�t'•:�=` JEH 6-17-08 �, ,�
- PUMP SHALL BE GOULDS WE1512H, 230 VOLT, 3500 RPM SUBMERSIBLE - GARBAGE GRINDER MODIFIED IJASTEVVATER DESIGN
`^ ``(``'`"`"`'''`V"'``''� `'i'`''0` + ' •'`-•" DE SHALL BE CONSIDERED EQUIVALENT JEH 6-8-07 REVISED PER TOWf-J OF QUEENSBURY COHMENTS
TO PUMP 35 GPM @ 70' TDH
12" OF SAND. PEA GRAVEL. TO AN ADDITIONAL BEDROOM FOR SIZING SEPTIC TANK. JEH 6-1-0? RELOCATED SYSTEM AND CHANGED TO BED DESIGPJ
- INSTALL GOULDS S10015 CONTROL WITH ALARM LIGHT AND FLOAT AN OUTLET GAS DEFLECTION BAFFLE AND A TWO JEH 7-19-06 REVISED PER JEH
- SECTION - OR 3/4" TO I-I/2" AGGREGATE SWITCHES AS REQUIRED - USE NEMA I FOR INSIDE MOUNT COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A REV: BY: I DATE: NOTE:
- PROVIDE "T" WITH GATE VALVE TO DRAIN GARBAGE GRINDER IS INSTALLED Ess WASTEWATER REPLACEMENT sCAL.E: AS NOTED
DISTRIBUTION BOX - CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE PRIOR - INSTALL TEE IN TANK INLET AND OUTLET 16" AND 18" SA
'I (N.T.S.) TO PURCHASING PUMP(S) BELOW LIQUID LEVEL RESPECTIVELY E H:Ilc��L LLY & DAVID KELLY, MD DRAwN: Z.N.N4.
- PROVIDE FROST PROTECTIVE SOIL COVER OVER FORCE MAIN CHECKED:
,':►�_ TOWN OF UEENSBURY J.E.H.
MOTE: Q
- EFFLUENT PUMP DETAIL WARREN COUNTY, NEW YORK DRA,IiINGNO.
USE SPEED LEVELING DEVICES TO BALANCE FLOW
4919fl ��s
(N.T.S.) 1Nf STA
JAMES E. HUTCHINS, P.E. 04-085
bjE SEALED: P.O. BOX 220. 12 CIRCLEALT SHEET 2 DATE PRINTED:
NORTH CREEK. N.Y. 11853 aF 2 9-8-04