2014-644 0./4 TOWN OF QUEENSBURY
.31 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20140644 Application Number: A20140644
Tax Map No: 523400-297-017-0001-045-000-0000
Permission is hereby granted to: STEPHEN &LOU ANNE RICE
For property located at: 386 RIDGE 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: STEPHEN& LOU ANNE RICE
386 RIDGE Rd Septic Alteration Residential
Test Pit/Perc Test Review
QUEENSBURY NY 12804-0000 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2014-644
Perc Test/Res. Septic Alteration
$200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,January 22,2016
(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 TowriZu ensbu T 1-s ria •nuary 22,2015
SIGNED BY ✓�{ for the Town of Queensbury.
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140644 Date Issued: Wednesday, August 10, 2016
This is to certify that work requested to be done as shown by Permit Number P20140644
has been completed.
Tax Map Number: 523400-297-017-0001-045-000-0000
Location: 386 RIDGE Rd
Owner: STEPHEN & LOU ANNE RICE
Applicant: STEPHEN & LOU ANNE RICE
This structure may be occupied as a:
Septic Alteration Residential
Test Pit/ Perc Test Review By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (---c_Da„,,P 4
45t
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 Building & Codes t �'
SEPTIC DISPOSAL PERMIT ap IDJA� . _ 1 11111E31177A permit must be obtained before beginning construction No.. �,r0
ermi F-
-• _"'NSB
PPm Ut p1 &Cj
Applicant � C lnstalleriBuilder /�7v�/n �'� "��vi`e
Address: jq �i isqt`
Q- l Address ,z - / - 072
6524 / G/� �� /-=�-/(s
Phone: Phone y 9Z —71-x77
Owner. �>9"�— Location of Installation 3 f3 e
Address: 3J/� f lx J
Phone
Contact Person for Building&Cade Compliance: pd P Day Phone; 7,6 3760
Residence Information:
se_ ) y
Year Built #of Bedrooms x Gallons oer bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed?A
1981-1991 x 13D = Spa or Hot Tub Installed? /-1)
1992—Present 2-- x 110 = 220
Parcel Information:
Topography Flat Rolling _Steep Slope —%Slope
Soil Nature —Sand 7e—Loam Clay Other
Groundwater - At what depth? 0"
Bedrock/Impervious Material At what depth?
Domestic Water Supply .Municipal _Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate- per minute per inch(Test to be completed by a licensed professional engineer or architect)
Proposed System for New Construction: An individual sewage disposal systems must be designed by a licensed professional engineer or architect
(unless installed in a Planning Board approved subdivision).
Tank size c. v gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub
System Type: Absorption Field(with#2 stone) Total length 71-6 ft. Each trench `l Z X
Seepage Pit(S)(with#3 stone) How many? 'rte Size?
Alternative System Bed or other type? L//
Holding Tank System Total required capacity? Tank size? #of tanks?
NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical fon
on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be
covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system
layout on file. There will be no exceptions.
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.
11 have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary
Sewage Disposal Ordinance.. f�
Print Name: Date: / /—/ S--
Signature: l Date: /— 2 — /S
Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256
` !t'` Town of Queensbury• Building& Codes Enforcement Office•742 Bay Road • Queensbury,NY 12804
'•= 1 t DEEP HOLE/PERC TEST
Request for Town Engineer Review
Property Owner: Phone: '0 2 S 2Z l
Property Owner's �,�` ' �
Address: �j�j� Y1�(A� pO ,
�u %Nl ( `-� `'�71f
Location of Test: 55( ' ?'4'106 gO - Tax ID#: ' 91.11 -- 1 r4S
*Applicant's Engineer: h1�j�i 1i 1 A, 1 1 Phone: c2so-tot OS
Applicant's Agent: 4:s4 ? Pt Phone:
Additional Notes:
1. Reason for Request? New Septic System I V Replacement Septic System Failed Septic System
Subdivision Site Plan Review
2.Are Wetlands present? YES NO UNKNOWN
*Note: Applicant is required to engage an engineer for design and testing of the system. The Town
Engineer's responsibility is to witness system testing only.
PLOT PLAN: Plot plan, to scale, to be submitted with application
FEE SCHEDULE:
a. $ 200 Flat Fee Date Paid: ,5 S9
Check No.:
b. OR Fee to be determined during To Be Determined:
Site Plan / Subdivision review process
SIGNATURE:
In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may
engage the services of a qualified professional consultant for expert review and recommendation arising
from the carrying out of the provisions of Art. IV, including but not limited to the review of plans,
specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep
hole and percolation tests, system installations, and any other aspect of any matter contained in this Art.
IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before
any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an
invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to
the party to be charged with same.
My signature below indicates I have thoroughly read and understand the instructions, agree to the
submission requirements and have completed the application. I also fully understand that additional
engineering fees may be necessary per Town of Queensbury Local Law 136-14D.
SIGNATURE OF APPLICANT: Date:
SIGNATURE OF AGENT: Date: ! ! a56 gO/4
Original (B&C File) Canary (Planning) Pink (Applicant) Gold (Town Clerk)
Town of Queensbury Building &Code Enforcement
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: Pi 1 C_E_ Inspected on: i- Il — ..�
Location: 33 t21 O C a S.- DRV) Arrive: i-,I' a. p.m.
Permit No.: I -' Inspector's Initials:
o ents and/or dia•ram
Soil Type: Sandi 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: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: _Y_N ( t1113
End Cap _Y N @ t6 Tj
Inlet/Outlet 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 absorptiont.
Separation of Pits ft.
Conforms as per Plot Plan _N
Engineer Report and As-Built Y N
ETU Maintenance Contract provided Y N
Location of System on Property:
Front R r Left Side Right Side Middle Front Middle Rear
S stem Use Stat :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
Town of Queensbury Building & Code Enforcement u 4 Atl
Office No. (518) 761-8256 11c1,rv,
Septic Inspection Report
Inspection request received: lL.r2 l
Name: C a,C n Inspected on: 5\,� o 1 - 5
Location: .Q �C�,k_ u V f2-(-_ Arrive:
>//, m3.4p.m.
�'
Permit No.: —( /Al Inspector's Initials: Aar
Cm , •nts and/or diagram
Soil Typ : Cla
Type of Wat /4/211Water - v t -A-C\
l- --1-' 0
Waterline separation distance ft. 19-2_,,. ..Y-c---
Well
es, ..Y —
Well separation distance _ft.
Other wells: ft.
Well Casing Length 50'+/- Y N_NIA
[150'to well required if NO] /
Absorption Field: Total length 17.P ft. [
Length of each trench � . AU0 9 2016
Depth of trenches t " -ft.
Size of Stone #z____
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank :1:( c._H -1U
Tank to Distribution Box W << g?�"5-
Distribution Box to Field/Pit / ri: Li �r
Opening Sealed: / N
End Cap __Y/_N
Inlet/Outlet Pipes&Baffles Y _ N
Manholes 12"or less below grade VY
[provide extension collar if Yes] _Y_�N
Location/Separations
Foundation to tank VU ft.
Foundation to absorption
rft-
Separation
of Pits ft. i,
Conforms as per Plot Plan VY_N/ � -
Engineer Report and As Built _Y_ 1—,JD -N i ____
ETU Maintenance Contract provided _Y_N
Location of System-en-Proprty:
Fronts Rear Left Side Right Side Middle Front Middle Rear
System Use Status: � /" r�-,; -- L, ' �f�` ) - --
pproved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report
Town of Queensbury Building &Code Enforcement SLI
Office No. (518) 761-8256 1
Septic Inspection Report
Inspection request received: L.s2 \,5 \-) --\
I
Name: C� Inspected on: 6�`2 \S
Location: t�(a� � Arrive: ; a. I 1 p.m.
Permit No.: _).' Inspector's Initials: .Ar
ff C►, ►ents and/or dia.ram
Soil Typ•: Aifl/11!,11.jay_
Type of Wat• MIici. Water
<1o
Waterline separation distance ft. —� - — `" t
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 (.Co ft.
Length of each trench �.
Depth of trenches 65" ft.
Size of Stone # Z_--
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank h 40
Tank to Distribution Box
Distribution Box to Field!Pit 7�It ,�n� ��—h Lj " Dg yf TEPF
Opening Sealed: / N j
End Cap t/Y/_N
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade VY_
[provide extension collar if Yes] _Y • N
Location/Separations
Foundation to tank I1) ft.
Foundation to absorption t.
Separation of Pits :tNi
Conforms as per Plot Plan Y •� Pa C
Engineer Report and As-Built Y E__-T\-\-P113
ETU Maintenance Contract provided Y N
Location of S ste • e• • •
Front Rear 0 Left Side : t Side Middle Front Middle Rear
System Use Status:
•pproved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Septic Inspection Report ra-/
GENERAL SANITARY NOTES:
THE BEST DESIGNED AND INSTALLED SEPTIC TANK SYSTEM WILL EVENTUALLY FAIL
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES HOUSE SEWER CONNECTION AND TANK
TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE.
OUTLET PIPE SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM
No.
AS DESIGNED MUST BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE
REVISIONS
BACKUP INTO HOME AND/OR SEWAGE OVERFLOW ONTO GROUND SURFACE. FAILURE TO PERIODICALLY
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK AND SYSTEM MUST BE A
CLEAN SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FIELD
D.E.C. PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER
BY OVERFLOWING SOLIDS NOT REMOVED BY SEPTIC TANK.
BEING PUMPED OUT.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL FOR THIS LOT ONLY. NO
SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE
ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS HOUSE WITHOUT THE APPROVAL
PROPER OPERATION OF THE HOUSEHOLD SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC
OF THE BOARD OF HEALTH AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE
TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD RESULTING IN PREMATURE FAILURE.
ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR EXPANSION OR REPLACEMENT.
DO NOT DISPOSE OF EXCESS HOUSEHOLD GREASE AND FAT DOWN THE DRAINS
NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED AS INITIAL CONSTRUCTION OF THE HOUSE, AND
�
THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250 GALLONS
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED (I.E.WHEN PUBLIC SEWERS ARE INSTALLED TO HANDLE
H
HOUSEHOLD WASTES) THE TANKS SHALL BE REMOVED OR PUMPED OUT AND REFILLED WITH SOIL
NO SUMP PUMP, CONDENSATION LINES WATER SOFTENER, SPAS, HOT TUBS OR WHIRLPOOLS SHALL
TO PREVENT FUTURE CAVE—INS.
BE DRAINED INTO SYSTEM.
DO NOT POUR OR DUMP EXCESS CHEMICAL CLEANERS IN THE SINKS OR TOILETS.
DWELLING TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NOT LIMITED TO LESS THAN 2 GPM
SHOWER HEADS LOW WATER USE TOILETS, SINK FLOW RESTICTORS.
NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF SEWAGE DISPOSAL AREA
OBSERVE WATER CONSERVATIVE PRACTICES.
DO NOT DISCHARGE ROOF DRAINS ONTO GROUND NEAR SEPTIC SYSTEM OR ALLOW THE DISCHARGE
3
FROM ROOF DRAINS TO GO OVER THE LEACH FIELD
SEPTIC TANKS SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY
THE HOMEOWNER OR A QUALIFIED SEPTAGE HAULER. THE AMOUNT OF BUILD UP NOTED AT EACH
THE SUBSURFACE DISPOSAL FIELD IS DESIGNED FOR DOMESTIC WASTE WATER ONLY
INSPECTION SHALL BE RECORDED AND MAINTAINED IN A RECORD BOOK. THE TANK SHALL BE PUMPED
THE SEPTIC FIELD IS DESIGNED BASED ON THE PROJECTED FLOW RATES ANY USE OF THE BUILDINGS THAT HAS A
WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHED OF THE BOTTOM OF THE OUTLET
GREATER DISCHARGE OF WASTEWATER FLOE THAN DESIGNED WILL REQUIRE REDESIGN OF THE
BAFFLE OR SANITARY TEE.
SUBSURFACE DISPOSAL SYSTEM.
MOST TANKS SHOULD BE PUMPED EVERY TWO OR THREE YEARS
REPUTED LOCATION OF
EXISTING SEP11C TO BE
ABANDONED
CONSTRUCTION NOTES:
SEPTIC TANK TO BE SET LEVEL ON 6" LAYER OF COMPACTED GRAVEL OR STONE
SEPTIC TANK TO HAVE SCH 40 PVC "T" AN INLET AND OUTLET.
INLET 12" BELOW FLOW LINE 6" ABOVE FLOE LINE
OUTLET 14" BELOW FLOW LINE 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "T'S" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC„ SHALL BE
CONNECTED TO THE SEWAGE SYSTEM
THERE SHALL BE NO CONSTRUCTION OF SANITARY FACILITIES (SEPTIC SYSTEMS)
WITHIN 100' OF A CLASSIFIED BODY OF WATER.
HOUSE TO SEPTIC TANK 4" PVC SCHEDULE 40 PIPE WITH TIGHT JOINTS
MINIMUM SLOPE = 1/4" PER FOOT
SEPTIC TANK TO PUMP CHAMBER — 4" PVC SCHEDULE 40 PIPE TIGHT JOINTS,
MIN. SLOPE 1/8" PER FOOT.
PUMP CHAMBER TO DISTRIBUTION BOX — 2" PVC SCHEDULE 40 PIPE TIGHT JOINTS,
NO MIN. SLOPE. PITCH BACK TO CHAMBER TO ALLOW FOR DRAINAGE
SANITARY DISPOSAL FIELD 4" PERFORATED PLASTIC PIPE MEETING ASTM STANDARDS
FOR USE IN SEPTIC SYSTEMS, MAX SLOPE = 1/16" PER FOOT. CAP ALL ENDS.
DISTRIBUTION BOX SHALL BE NEW YORK STATE HEALTH DEPARTMENT APPROVED AND
SHALL BE SET BY WATER LEVEL OR OTHER APPROVED METHODS.
FILL TO BE CLEAN SANDY LOAM. PERCOLATION RATE IN PLACE TO BE NO LESS THAN 1"
IN 5 MINUTES NOR MORE THAN 1" IN 20 MINUTES. FILL MATERIAL TO BE APPROVED
BY A PROFESSIONAL ENGINEER.
LEGEND
---------- PROPERTY LINE
---------------------- PROPERTY LINE SETBACKS
E E E —E — UNDERGROUND ELECTRIC SERVICE
— ss — ss — ss — ss — SANITARY SEWER
_w —w —w —w — WATER SERVICE
E/P EDGE OF PAVEMENT
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING PREPARED BY BOLSTER AND ASSOCIATES.
THERE ARE NO WELLS EXISTING WITHIN 100 FEET OF THE BOUNDARY
OF THIS LOT EXCEPT AS SHOWN.
THERE SHALL BE NO DEVIATION FROM THESE PLANS DURING CONSTRUCTION
WITHOUT PRIOR APPROVAL OF THE ARCHITECT, THE DEPARTMENT
OF HEALTH, AND THE TOWN OF QUEENSBURY BUILDING DEPARTMENT.
THE MATERIALS AND SPECIFICATIONS NOTED ON THE PLANS MUST BE UTILIZED
UNLESS ALTERNATES ARE ACCEPTED AND APPROVED IN WRITING BY
THE ARCHITECT
FOLLOW ALL MANUFACTURERS INSTRUCTIONS FOR COMPONENT INSTALLATION
UNLESS OTHERWISE DIRECTED BY THE ARCHITECT.
INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED
BY THE ARCHITECT PRIOR TO BACK FILLING PIPES, TANKS, WELL SEALS ETC.
NO ROOF, FLOOR, FOOTING, COOLING WATER, BACK WASH DRAINS ETC. SHALL BE
CONNECTED TO THE SEWAGE TREATMENT SYSTEM AND ALL DISCHARGES SHALL BE
DIRECTED AWAY FROM TREATMENT AREA.
NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF THE
SEWAGE TREATMENT SYSTEM CONTRACTOR IS REQUESTED TO INSTALL SAFETY FENCE
AROUND THE PERIMETER OF THE SEPTIC AREA TO ELIMINATE TRAFFIC OR PARKING IN THIS AREA.
UPON COMPLETION OF THE INSTALLATION OF THE SANITARY SYSTEM, AND INSPECTION BY
THE ARCHITECT, AN AS—BUILT PLAN SHALL BE PREPARED BY THE ARCHITECT
A CERTIFICATION OF THE INSTALLATION ALONG WITH THE AS—BUILT PLAN SHALL
BE SUBMITTED TO THE TOWN OF QUEENSBURY BUILDING DEPARTMENT PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
SYSTEM DESIGN PARAMETERS
DESIGN FLOW:
2 BEDROOM HOUSE ® 110 GPD/BR = 220 GPD.
ASSUMED PERC. RATE OF FILL:
1" IN 10 MIN PER SPECIFICATIONS
DESIGN APPLICATION RATE:
USING A DESIGN RATE OF 1" IN 10 MINUTES, THE APPLICATION RATE IS 0.9 GPD/SF OF TRENCH
TOTAL TRENCH LENGTH = 220 GPD/0.9 GPD/SF/2 FT. TRENCH WIDTH = 125 L.F. TRENCH
SYSTEM DESIGN:
USE 3 LATERALS AT 42 LF. EACH (MIN.) FOR PIPE AND STONE (STANDARD TRENCHES)
SEPTIC SYSTEM DESIGN
THE SYSTEM WILL
UTILIZE 3 LATERALS OF 42 L.F. EACH FOR A TOTAL OF 126 L.F. OF TRENCH.
THE TOTAL VOLUME OF THE FILL IN THE MAIN FILL SYSTEM WITH TAPERS, IS CALCULATED
TO BE 369 YARDS C.Y. THIS IS FOUND USING THE FOLLOWING FORMULA.
FILL VOLUME
4&31 aky wirl u:a01
TOP OF FILL AREA = 12'x32'± = 384 S.F.
BUFFER AREA = 10' EACH SIDE 10' DOWN HILL
THEREFORE LIMIT OF BUFFER AREA = 32'x43' = 1376 S.F. (INCLUDES TOP OF FILL)
MIN. VOLUME FILL = TOP AREA + LIMIT OF TAPER x DEPTH (3'-6" MIN) 27 C.F/C.Y.
MIN VOLUME FILL = (1376) x3.5'/27
MIN. VOLUME FILL = 178 C.Y.
BUFFER AREA
AREA OF BUFFER = TOTAL AREA - SYSTEM AREA
AREA OF BUFFER = (2600 SF - 1376 SF) x 1.75'/27
MIN. TOTAL FILL VOLUME = 178 + 80 = 258 YARDS
CONSTRUCTION INSPECTION NOTES:
THE ARCHITECT SHALL OBSERVE SYSTEM INSTALLATION; CERTIFY THAT
THE CONSTRUCTION FOLLOWED THE APPROVED PLAN; FURNISH AN "AS -BUILT" PLAN TO
THE TOWN OF QUEENSBURY.
PERIODIC OBSERVATION OF SANITARY FACILITY CONSTRUCTION SHALL BE CONDUCTED BY
THE ARCHITECT
1. PRIOR TO SITE DEVELOPMENT
2. AFTER SITE PREPARATION, PRIOR TO FILL PLACEMENT (SYSTEMS IN FILL ONLY)
3. DURING PERCOLATION TESTING OF THE STABALIZED FILL (SYSTEM IN FILL ONLY)
4. PRIOR TO BACKFILLING PIPES, TANKS PITS WELL SEALS ETC.
5. AFTER FINAL GRADING AND SEEDING
TEST PIT INFORMATION
TEST PIT INFORMATION TAKEN DEC. 22 2014 BY ETHAN P HALL
RUCINSKI HALL ARCHITECTURE WITNESSED BY RICKY ADAMS OF CHAZEN ASSOCIATES
TP -1
0-16" LOAMY SAND / .�-
16— CLAY STARTS
16-35" CLAY—SATURATED
TP -2
0-24" LOAMY SAND WITH GRAVEL
24" CLAY LAYER
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
0
1AS-BUILT
7 MAY 2015
No.
DESCRIPTION
DATE
REVISIONS
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
CAD FILE NAME
ACAD\IBS\RICE\C-1 SITEPLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SITE PLAN
AND SEPTIC
DESIGN
NOTES
DRAWING No.
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CAD FILE NAME
ACAD\IBS\RICE\C-1 SITEPLAN
SCALE AS NOTED
DRAWN BY
DRAWING TITLE
SITE PLAN
AND SEPTIC
DESIGN
NOTES
DRAWING No.
C-1