2007-573 TOWN OF QUIEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
(zt Community Development- Building &Codes (518) 761-8256
CERTIFICATE (DYr' COMPLIANCE
Permit Number. P20070573 Date Issued: Wednesday, January 09, 2008
This is to certify that work requested to be done as shown by Permit Number P20070573
has been completed.
Tax Map Number. 523400-279-013-0001-017-000-0000
Location: 48 DREAM LAKE Rd
Owner. ANDREW & JANICE HOLDING
Applicant: ANDREW & JANICE HOLDING
This structure maybe occupied as a:
Septic Alteration Residential
By Order of Town Boat
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (':
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070573 Application Number. A20070573
Tax Map No: 523400-279-013-0001-017-000-0000
Permission is hereby granted to: ANDREW&JANICE HOLDING
For property located at: 48 DREAM LAKE 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: ANDREW&JANICE HOLDING
Septic Alteration Residential
17 BUCKLEY Mnr
RYE,NY 10580-0000 Total value
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2007-573
septic alteration residential for future construction
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 06,2008
(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 ToXaQf Queensbury; Thursday, September 06, 2007
SIGNED BY for the Town of Queensbury
Director of B din Enforcement
pE E
................
OFFICE USE ONLY /
�J 7 ; �jFP 0 5 2007
TAX MAP NO. PERMIT N0. G°' 7 PERMIT FE 1 ; 0
' TOW OF QUEENSBURY 01
APPROVALS: ZONING TOWN CLERK B�1I DING& CODES
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITf
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.
OWNER: Tl` �. I'1"C�L-T=�/1�Ca INSTALLER:. a IO L�CN4'�
ADDRESS: ! P '7v7t'l Lt9rKr � ADDRESS: / U
PHONE NOS. -79 J 2-7 ' PHONE NOS. -7 f -S — I Z7 l
LOCATION OF INSTALLATION: 48, tDf2—c71�
......................................................
1................r............................................NO.r0 .................... ; ................F........ F .................................................................... RESIDENCEINFORMATION-
YEAR BUILT :• X COMPUTATION= _ 1 TOTAL DAILY FLOW i
F
BEDROOMS F
F.......uu...«...............um....m..... ..•.........................uu....«................'......... ••• t
i ;. .........................................................................„....................................................................... i GARBAGE GRINDER
tdi 1980 or older i «..............#..«X....I. 150 al.on e..bedroom = i......................................................................... INST g p ALLED?N
. . ............................ ............ ............
1981 -1991 X 130 gallon per bedroom ? = F j
i«.............................I............... ,.......................... ............................. ......a...........1 SPA OR HOT TUB
/,, _1992 present X 110 gallon per bedroom '� INSTALLED? Ab
_
.......m.........«...................«. J..........,...................................F...........i............................................,............................A......................................................................................
I
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND--X— LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? 33 BEDROMIM PERVIOUS MATERIAL: AT
WHAT DEPTH? .1Sc VVk0T1L1WG) —
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL X
0
(IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS- 10,5' FT. )
✓ PERCOLATION TEST: RATE IS 2 . Z S PER MIINUTE 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). Add 250
gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub.
✓ SEPTIC TANK: 1$ GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT.
✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY?
✓ SIZE OF EACH FT. X FT.
✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT.
✓ BED SYSTEM SIZE: X qb
✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE
✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH
✓ GALLONS./TOTAL CAPACITY., GAL.
..........:.....:...:.............:.:.....:.....:...:.......................:.:...........:.............:.:.:.:.:.:.:.:.:...:.:.:.:.:.........:.:...:.:.:....... ....:.:.. : :: :.:
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN it
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
' .............F.,,,.,:.,:.::....,.,:,,..::...
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 to abide by these and all requirements of the Town of QUESTIONS? CALL 761.8256 OR EMAIL
Queensbury Sanitary Sewage Disposal Ordinance.
codes 0 aueens bury.net
j VISIT OUR WEBSITE FOR MORE INFORMATION
GL ��p7s�e 26b`7 www.aueensbury.net
Signature of Person Respbjislble Date
tf" Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804
Office No. (518) 761-8256 Date Ins ion r est r c iv
Queensbury Building &Code Enforcement Arrive: a /p part: am/pm
742 Bay Rd., Queensbury,, NY 12804 Inspector's Initials
NAME: Act '\ �T ��_ PE NO.:
LOCATION: I SECT ON: j Z-Jn-
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
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 Pipes&Baffles Y N
Location Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rea Left Side Right Side Middle Front Middle Rear
Us
Approved
Partial 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
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering Phone: (518)745-0307
9 g Fax: (518)745-0308
December 3, 2007
Town of Queensbury Buildings Department
742 Bay Road
Queensbury, NY 12804
Reference: 48 Dream Lake Road, Holding Residence
Wastewater System Installation
I have inspected the installation of the replacement wastewater system at the
referenced property. The system includes a new 1,500 gallon precast concrete septic
tank and a 15' x 40' absorption bed.
To the best of my knowledge, the system is installed in general conformance with the
design drawings.
Attached is a record drawing. Should you have any questions, please contact this
office.
Regards,
G. Thomas Hutchins, P.E.
Cc.
Andrew Holding w/drawing
G.Thomas Hutchins, P.E.
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/prn Depa am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: &t
-13
NAME: AO 1K)ko PERMIT NO.: 0 �
LO INSPECT ON:
HECK:
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:
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
Size: x --
Stone Size:
Piping Size Type / �_,v ��r�+5t'•v
Building to tank V l
Tank to Distribution Box t�
Distribution Box to Field Pit v :—f ` C
Opening Sealed: Y N
End Cap _Y N
Inlet/Outlet Pipes&Baffles _Y_ N
l
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft. _
Separation of Pits ft.
Conforms as per Plot Plan JV Y_N
Engineer Report and As-Built _Y_N /� r
Location of System on Property:
Front Rear' Left Side Right Side Middle Front Middle Rear
Partial 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 rt: -Z-2 1�—`am/pm
742 Bay Rd., Queensbury, NJ 12804 Inspector's Initials:
IL
NAME' 1 PERMIT NO.:
TION: INSPECT ON:
RECH K:
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 lengthft. '
Length of each trench ft.
Depth of trenches ft.
Size of Stone `
Seepage Pits: Number
Size: x
Stone Size:
Piplm Size Type
Building to tank
Tank to Distribution Box
Distribution Box W Fieldj Pit
Opening Sealed: Y N Partial v _G.
End Cap J
Inlet/Outlet Pipes&Baffles Y N ���
Location Separations
Foundation to tank ft• i- �Foundation to to absorption ft.
Se ration of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built
Location of System on Property'.
Front Rear Left Side Right Side
Middle Front Middle Rear
pproved
Partial Approved a needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:12' "am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �3-
NAME: PERMIT#:
LOCATION: INSPECT ON: t
TYPE OF STRUCTURE:
Comments
Y N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Un
PVC/Ca per
Foundat Insulati Inte o /Exterior
R-
Rough Grad`6-6-ffi-cli drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
2-
Septic Inspection Report
Office No. (518) 761-8256 Date Ins rNSPECrON:
Queensbury Building&Code Enforcement Arrive: o �Ip�
742 Bay Rd., Queensbury, NY 12804 Inspector's Init
NAME:
LOCATION:
RECHECK:
Comments and/or diagram
Soil T n Cla
-Typeof Weter�. Rciol/ ell Wa
Waterline se ration distan ft.
Well separation distance -�-�-f ft. l5bt T'v
Other wells: ft.
-Absorption Field: TbUl length
-Length of each trench ft.
De th of trenches 2- ft.
Size of Stone-Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Buildingto tank ��, 5� \AZ L7-V\31Z%e _7> 6i \
Tank to Distribution Box % cal Ft,v '1i>%D%L7tV cz,
Distribution Box to Field P" �IA
Opening Sealed: Y
End Ca
Inlet/Outlet Pipes&Baffles Y N
Location/ Separations
Foundation to tank
Foundation to absor do ft. F���
Separation of Pits ft• �� =�C �---
Conforms as per Plot Plan
En ineer Re rt and,
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
m
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
POLYETHYLENE EXTENSION TO
APPRXG
E WITH TAMPER
SITE SOILS DATA FINISH I MA RADE RESTE ISTANT TAN ACC SS COVER
` TEST PiTS
r ROPOSED 4" SCH-40 HOUSE SEWER, TP-1 - 6/14/07 BY TOM HUTCHINS
_ L 1/4" PER FT. MIN. SLOPE. INSTALL EL 92.5't
2'WIDE BY 2"THK. POLYSTYRENE 12" MIN. COVER
INSULATION DIRECTLY ABOVE PIPE AT
BRUSH & WOODED AREA RECENTLY CLEARED PRECAST CONCRETE
r n•F u, �.t. �} r DIREVE CROSSING 12" MIN, COVER
0-8" TOPSOIL d_
LAKF 4" PVC SCH. 40 " d`a DISTRIBUTION BOX
4 8-30" LIGHT BROWN FiNE SAND WITH FEW BOULDERS 2 M(N.
INLET 4" PVC SCH-40
30-56" GRAYISH BROWN GRAVELLY TILL, FEW BOULDERS, FIRM
" e LIQUID LEVEL OUTLET
J �,d ROOTS TO 34 MN. SLOPE
1/4" PER FOOT MIN. SLOPE BAFFLE
DRY ENTIRE DEPTH „
=a f r 1 8 PER FOOT
SLIGHT MOTTLING AT 33" 16"
18"MiN. USE SPEED LEVELERS TO
- 0' FRONT S I !.R F _ WATERTIGHT--� ASSURE ALL OUTLETS ARE AT
- _ " SLEEVE AND SEAL z
� EXISTING HOUSE � � BLDG SE'7`g CK '� -- BOUNDARY CONDITION (PRESUMEND S.H.G.T.) AT 33
FF EL.=100.00' J: € EXACTLY THE SAME ELEVATON
f sir -J } BOUNDARY CONDITION ELEVATION ELEVATION 89.75' (NP') w ? x
®� , PRECAPROPST CONCRETE SED 1,500 L MINIMUM BOTTOM OF BED ELEVATION 91.75' 4" PVC SCH-40 SOLID HEADER
FUTURE ADDITION IN a TO PERFORATED ABSORPTION
, SEPTIC TANK 1500 GAL PRECAST Q BED PIPING 1 8" PER FOOT MIN
WASTEWATER DESIGN �; r � fl "� , /
yr CONCRETE SEPTIC TANK SLOPE
�J BASISR e rE ,\ " PERCOLATION TEST
4 SCH-40 EFFLUENT
� m SEWER, 1/8" PER FT. PT-1 - 6 14 07 BY TOM HUTCHINS —
PROPOSED; GARAGE WITH m �,Il. / / MINIMUM 2X WIDTH
PLAY ROOM AND BATH ` S� C�.�. Co >c-osse ' (1%) SLOPE STABILIZED PERCOLATION RATE: 2 MIN, 25 SEC PER INCH MAXIMUM 4X WIDTH
ABOVE r_,E o 4
, , d
DISTRIBUTION BOX
0 1 9x 1 j 33° ° E SEPTIC TANK NOTES
J' 1.r;..�. in G ��—1 i WASTEWATER SYSTEM DESIGN ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE
1.I'F. !d"befr�w grace S
'' DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS
700, r l�� 1792� j 15'x40' ABSORPTION BED MANUFACTURED BY FORT MILLER OR EQUIVALENT.
& C.M. j SEE DETAILS DESIGN FOR EXISTNG 2 BEDROOM PLUS FUTURE 3 BEDROOM ADDITON
eiSE 'q K `-; s SE 7�gq K L,.,J -1 I 5 BEDROOM RESIDENCE ALL STRUCTURES SHALL BE PLACED ON FiRM COMPACT SAND OR GRAVEL BASE.
WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
1 �V_ a f '=2 PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
���'�`� j WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
-- -J.P Fin DESIGN FLOW - 110 GPD BEDROOM
1 I ` �- / SEPTIC TANKS INSTALLED 1N TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
(-A , SYSTEM DESIGN FLOW - 550 GPD CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
'? } SEP77C TANK - 1500 GAL PRECAST CONCRETE
J LEACH FIELD - ABSORPTON BED ALL JOINTS MUST BE SEALED.
DESIGN PERCOLA77ON RATE = 1-5 MiN/INCH
f �P�LSF ABSORPTION BED AREA REQUIRED
SEPTIC TANK & DISTRIBUTION BOX DETAIL
ti �. USE 15x40 BED, ACTUAL AREA = 600 SF NTS
POTABLE WATER SUPPLY TO BE EXISTING ON-SITE WELL
MIN. WELL SEPARA77ON FROM SEPTIC TANK=50'
MIN. WELL SEPARATION FROM LEACH FIELD=100'
4" TOPSOIL COVER ABOVE TOP 4" PVC PERFORATED LATERAL
r L FILTER FABRIC
€ � OF STONE BED; SEED & INSTALLED LEVEL, IN BED
t ESTABLISH TURF CONFIGURATION WiTH �MiRAFI 140N OR EQUAL
MANIFOLDED ENDS 5' TYP 2.5' TO EDG
' I SYSTEM INSTALLATION NOTES " �►
6-12 COVER PIPE SPACING OF BED
Y Z) T CONSTRUCTION SHALL BE AS SHOWN ON THiS DRAWING AND IN
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL V
r t HOUSEHOLD SYSTEMS AND AS7M F481 INSTALLATION OF -
, THERMQPL I ,—! �r ��> ,-.- z - r . ,_c .� ----rr--
AS77C PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH ---- - j -- , ;- -� -, _ ,=-'=:s ,= ,-�__�-:� : > , _f
1 1 FIELDS - --{_I Ia F_.r r �� „< ma's �'`- �� %r{ `- 15" TOTALS^
-�-' = AI-- '� '` -STONE DEPTH
-- :- -- _ �_ -� - -- .
p AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, 1_I ,; - —_ __ : ,_ _ _
a t Y 9 STONE i I, ,
I-`, ,_-I { : ,�1 ! €-`� : _; ! _ = {_' !-1 '
A THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND I- -BELOW PIPET ,I I i I ii }RAKED iN ORDER TO LOOSEN SMEARED SECTIONS OF 7REtv'�,H.
--.PLACEMENT OF CRUSHED STONE, WIDTH
PERFORATED PIPE AND FILTER —i'` '—{ -- --V�l
— l ' 1 , — ' i -- — ; '_ _ ,�i�7FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO — I--, I I-i, I,E ( I �! 1-111-__ --�I�—III—I , , : I j _, , ; I ; i ! 1 ;—I I i ? I I t II I ' ! - III=1 1 -iAV I IN II - I= = _ {{T ll= INIMUM —!0 D CLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE i -M �_ I i II -1 ► s )__-! ,
STONE AND PIPE I—I I {-I ..—, , ; !„. , ___-: ; I-_I ! I� 1=I ! I=i I I --; I iSEPARATION
I— ,__--. --
1 �L � A�r,, -1�z CLEAN_ _ ► I _ ! I= I ICI I I - I ; I ! I=t { ►, ! }=I ! i=III=_ 11- - i
_ _ CRUSHED STONE -- I — ,—, , i I-
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING I I _ I ! Ql1�DA�iL CQ-L�tDiTiON EL. 89 SEE{ I 1-- ' __! —
! I —;
-I I-I--I _ - -- - —► ! I-1 I-1 —� I I �-{ ! ,—I i - j i-I--I
STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED — i_{ _ _ y, } _- !— — —;
i ; -I 1 —� I-- �_� I '• i {—' 1=, TEST PIT LOG I
€ I JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID Wl7H I i—I!i f I —=i f ._� :. ;ly! , wl i ?( I i ; : �__);
HOLES DOWN IN ALL CASES. =1 i I=.-_I I i=,'i I i=; ! i=I I i -- I i_- ! _-! ; i— i i_-I i (---,
I { s--I i l_-!�,_�_,—•I ! i ,__
o ` 1Ii==IIi=,II (=, II-..III-1 ; I==j { i ! II _II ! ]` ' I ! III --
�. t ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND j— }— 1 -I ` I= = I i=! 1 !_! i= I '= 1 —' '-- ! P ►=R( B�=+LJ= W' -Ni I ! !_ -- --
_ _ _ _ i I__I , , I , I _. , .- -. I l—I I�i I i--- ! ,__I i
_I i I I I .—I 1 I—I ! ? i i , { 1 3
1 DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. _ I ,— —i I ;=i ' I ; ':_! ! — -- ; -
—III—! —_^� , =, ! _I ; i—{ ! I-1 I !—III—i I I—I I I_I -- _I I
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION ARC-:A AFTER
s PIPING HAS BEEN INSTALLED. D
° THIS SYSTEM IS DESIGN F DESIGNED OR WATER CONSERVING FIXTURES AND IS p � � �o��
` NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME
ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
GRINDERS. U V
y BUILDING&CODES
i� THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS.
f
x fy1
.n
or beliet
4" PVC SCH 40
EFFLUENT SEWER PiPE
FROM SEPTIC TANK
40, es 3,4 iori� Oil
,� I
O - rCi.� 1
is .,t L3
� .,,•a?- �' 1 { � 4" PVC PERFORATED € ' .
SITE PLAN ' ' sho- _ _ LATERALS, INSTALLED r
a 10 a,oa9 <ak NEAR LEVEL IN BED
° SCALE: 1"=40' CONFIGURATION
LIMIT OF 15 X40 2.5' _
\v1
ABSORPTION BED 3
DISTRIBUTION
.. � - 35.0' j BOX
5.0' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
- -------
MAP REFERENCE s f 15.0' _ ---
SURVEY INFORMA77ON TAKEN FROM "MAP OF LANDS 2 5'
5.0 2.5'
SURVEYED FOR ANDREW HOLDING" DATED DECEMBER i 0 ISSUED FOR APPROVAL T 17 07
22, 2003, PREPARED BY: WAYNE R. RAYMOND, LLS,
GLENS FALLS AND WEVERTOWN, NY, NY 0 , N o. B e v i s ion s D a t e
r 1 WASTEWATER SYSTEM REPLACEMENT
I 2.5'
_- prepared for
Andrew Holding
48 Dream Lake Road
Town of Queensbury, Warren County, New York
Drawn: LWD Checked: GTH Sc NOTED Date: 6/1/07
ABSORPTION BED PLAN ale:169 Havllond Road
NTS Queensbury, NY 12804 292V�0-0
Hutchins Engineering (518) 745-0307 Phone
g g (518) 745-0308 Fox