SEP-0754-2018
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-0754-2018Date Issued: Wednesday, January 16, 2019
This is to certify that work requested to be done as shown by Permit Number
SEP-0754-2018
has been completed.
308.14-1-52
Tax Map Number:
97 & 99 Gregwood CIR
Location:
FOREST PARK MHC, LLC
Owner:
FOREST PARK MHC, LLC
Applicant:
This structure may be occupied as a: Residential Septic Alteration
97 & 99 Gregwood Circle
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 & Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518) 761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-0754-2018
Tax Map No: 308.14-1-52
Permission is hereby granted to: FOREST PARK MHC,LLC
For property located at: 97&99 Gregwood CIR
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
Owner Name: FOREST PARK MHC,LLC Septic Disposal-Residential $0.00
Owner Address: 183 Pitcher RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Stone Installations
4305 Route 50
Saratoga Springs,NY 12866
Plans&Specifications
Residential Septic Alteration
97&99 Gregwood Circle
$ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday,December 4,2019
(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.)
•v
Dated at the Town o bury; /�Tu..•• 4 - ber 4,2018
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
.4r SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 e- a rr,£.rsae Permit#: 1)T
Tax Map ID#: og /q- 1 Permit Fee:$ I) ; Invoice#:
Project Location:C114 cq beire �®occ tsi re-id 1 d 01/45i Septic Variance? Yes No
Primary Owner(s) ( ,J '- E Fv.E H =
Mailing Address
Phone & Email
4 t) u
.;t
instalierj Bdiider - , -
Mailing Address t I '7:4 f
Phone & Email " _ —' '' \V j(y
Engineer
Mailing Address _ NOV 2 9 2018
Phone & Email ` J
I i E TC3Vltd QF pUE S ,UF1Y -
Contact Person for Building&Code Compliance: CO11 {' y 5;241ENT .�
RESIDENCE INFORMATION:
= Garbage Grinder Yes I No
Year Built #of bedrooms X gallons per bedroom total daily flow g I
1980 or older Installed? (circle one) ter
1981-1991 Spa or Hot Tub Yes No/
Installed? (circle one) V
1992-Present (' 6- Cc-Ca'
PARCEL INFORMATION: f
Topography V/, Flat Rolling Steep Slope %Slope
Soil Nature V Sand Loam Clay Other
Groundwater At what depth?
Bedrock/Impervious material At what depth?
Domestic Water Supply t/Municipal _Well (if well, water supply from any septic system absorption is_ft.)
Percolation Test Rate: I;2C per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with #2 stone Total length 22C ft.; Each Trench 5-5 ft.
Seepage Pit with#3 stone How many: ;Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? ;tank size ;#of tanks
NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection
agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved.
The installed system must match the septic layout on file—no exceptions.
Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material
representation or failure to make a material ial fact or circumstance known by or on behalf of all applicant, shall be Vold. I
have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance.
PRINT NAME I� 1''1.4.lip". ` ;1„1-4Pi! t;' DATE: 10a.kslk'4
SIGNATURE: — DATE: aI�1 g
Town of Queensbury Building&Code Enforcement Revised February 2017
INSPECTION WORKSHEET (SEP-000399-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
SEP-0754-2018Permit
Case Number:Case Module:
Wed Jan 16, 2019Passed
Inspection Date:Inspection Status:
John O'BrienSeptic
Inspector:Inspection Type:
97 & 99 Gregwood CIR308.14-1-52
Job Address:Parcel Number:
Queensbury, NY 12804
Contact TypeCompany NameName
ApplicantFOREST PARK MHC, LLC
Primary OwnerFOREST PARK MHC, LLC
Granted PermissionFOREST PARK MHC, LLC
ContractorStone Installations
Checklist ItemPassedComments
Building Inspector NotesYES1/11/19 Septic System Partial Approval
- Submit Engineer's Report and As-Built Septic Plan
- Main sanitary line under 99 Gregwood Circle needs to be
replaced. 99 still hooked to existing can only use plumbing at
east end of home. Maggie will contact me on Monday for
status of plumbing repairs.
1/14/19 Septic System Partial Approval - 99 Gregwood Circle
connected to new replacement Septic System.
Remaining Items:
- Submit Engineer's Report and As-Built Septic Plan
1/16/19 Septic System Approved
- Received Engineer's Report and As-Built Septic Plan
Type of Water: Municipal / Well WaterYESMunicipal
Absorbtion Fields: Total LengthYES220'
Jan 16, 2019Page (1)
INSPECTION WORKSHEET (SEP-000399-2019)
Checklist ItemPassedComments
Length of Each TrenchYES4@55' Hancor Arc 24 leaching chambers
Depth of TrenchesYES18" - 24"
Size of StoneYESN/A
Building to TankYES97 Gregwood Only!
Tank to Distribution BoxYES4" sch40 pvc
Distribution box to Field / PitYES4" pvc to Hancor Arc 24 leaching chambers
InletOutlet Pipes & BafflesYESFilters installed
Conforms as per Plot PlanYES- Submit Engineer's Report and As-Built Septic Plan
Engineer Report and As-BuiltYES- Submit Engineer's Report and As-Built Septic Plan
1/16/19 Septic System Approved
- Received Engineer's Report and As-Built Septic Plan
System Use StatusYES1/11/19 Septic System Partial Approval
- Submit Engineer's Report and As-Built Septic Plan
- Main sanitary line under 99 Gregwood Circle needs to be
replaced. 99 still hooked to existing can only use plumbing at
east end of home. Maggie will contact me on Monday for
status of plumbing repairs.
1/14/19 Septic System Partial Approval - 99 Gregwood Circle
connected to new replacement Septic System.
Remaining Items:
- Submit Engineer's Report and As-Built Septic Plan
1/16/19 Septic System Approved
- Received Engineer's Report and As-Built Septic Plan
O'Brien, John (Inspector)
Jan 16, 2019Page (2)
INSPECTION WORKSHEET (SEP-000336-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
SEP-0754-2018Permit
Case Number:Case Module:
Mon Jan 14, 2019Partial Pass
Inspection Date:Inspection Status:
John O'BrienSeptic
Inspector:Inspection Type:
97 & 99 Gregwood CIR308.14-1-52
Job Address:Parcel Number:
Queensbury, NY 12804
Contact TypeCompany NameName
Primary OwnerFOREST PARK MHC, LLC
Granted PermissionFOREST PARK MHC, LLC
ContractorStone Installations
ApplicantFOREST PARK MHC, LLC
Checklist ItemPassedComments
Building Inspector NotesNO1/11/19 Septic System Partial Approval
- Submit Engineer's Report and As-Built Septic Plan
- Main sanitary line under 99 Gregwood Circle needs to be
replaced. 99 still hooked to existing can only use plumbing at
east end of home. Maggie will contact me on Monday for
status of plumbing repairs.
1/14/19 Septic System Partial Approval - 99 Gregwood Circle
connected to new replacement Septic System.
Remaining Items:
- Submit Engineer's Report and As-Built Septic Plan
Type of Water: Municipal / Well WaterYESMunicipal
Absorbtion Fields: Total LengthYES220'
Length of Each TrenchYES4@55' Hancor Arc 24 leaching chambers
Jan 14, 2019Page (1)
INSPECTION WORKSHEET (SEP-000336-2019)
Checklist ItemPassedComments
Depth of TrenchesYES18" - 24"
Size of StoneYESN/A
Building to TankYES97 Gregwood Only!
Tank to Distribution BoxYES4" sch40 pvc
Distribution box to Field / PitYES4" pvc to Hancor Arc 24 leaching chambers
InletOutlet Pipes & BafflesYESFilters installed
Conforms as per Plot PlanNO- Submit Engineer's Report and As-Built Septic Plan
Engineer Report and As-BuiltNO- Submit Engineer's Report and As-Built Septic Plan
System Use StatusNO1/11/19 Septic System Partial Approval
- Submit Engineer's Report and As-Built Septic Plan
- Main sanitary line under 99 Gregwood Circle needs to be
replaced. 99 still hooked to existing can only use plumbing at
east end of home. Maggie will contact me on Monday for
status of plumbing repairs.
1/14/19 Septic System Partial Approval - 99 Gregwood Circle
connected to new replacement Septic System.
Remaining Items:
- Submit Engineer's Report and As-Built Septic Plan
O'Brien, John (Inspector)
Jan 14, 2019Page (2)
INSPECTION WORKSHEET (SEP-000303-2019)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
SEP-0754-2018Permit
Case Number:Case Module:
Fri Jan 11, 2019Partial Pass
Inspection Date:Inspection Status:
John O'BrienSeptic
Inspector:Inspection Type:
97 & 99 Gregwood CIR308.14-1-52
Job Address:Parcel Number:
Queensbury, NY 12804
Contact TypeCompany NameName
ContractorStone Installations
Granted PermissionFOREST PARK MHC, LLC
Primary OwnerFOREST PARK MHC, LLC
ApplicantFOREST PARK MHC, LLC
Checklist ItemPassedComments
Building Inspector NotesNO1/11/19 Septic System Partial Approval
- Submit Engineer's Report and As-Built Septic Plan
- Main sanitary line under 99 Gregwood Circle needs to be
replaced. 99 still hooked to existing can only use plumbing at
east end of home. Maggie will contact me on Monday for
status of plumbing repairs.
Type of Water: Municipal / Well WaterYESMunicipal
Absorbtion Fields: Total LengthYES220'
Length of Each TrenchYES4@55' Hancor Arc 24 leaching chambers
Depth of TrenchesYES18" - 24"
Size of StoneYESN/A
Jan 11, 2019Page (1)
INSPECTION WORKSHEET (SEP-000303-2019)
Checklist ItemPassedComments
Building to TankNO97 Gregwood Only!
Tank to Distribution BoxYES4" sch40 pvc
Distribution box to Field / PitYES4" pvc to Hancor Arc 24 leaching chambers
InletOutlet Pipes & BafflesYESFilters installed
Conforms as per Plot PlanNO- Submit Engineer's Report and As-Built Septic Plan
Engineer Report and As-BuiltNO- Submit Engineer's Report and As-Built Septic Plan
System Use StatusNO1/11/19 Septic System Partial Approval
- Submit Engineer's Report and As-Built Septic Plan
- Main sanitary line under 99 Gregwood Circle needs to be
replaced. 99 still hooked to existing can only use plumbing at
east end of home. Maggie will contact me on Monday for
status of plumbing repairs.
O'Brien, John (Inspector)
Jan 11, 2019Page (2)
ENGINEERING, PLLC
. Civil Engineering . Structural Design . Structural Inspection .
RECORD PLAN DRAWING SUBMISSION
FOR
SEPTIC SYSTEM REPLACEMENT
Date: January 14, 2019
To: Town of Queensbury + c) 54 . 20
John O'Brien
Building Department
742 Bay Road gECEOVE0
Queensbury,NY 12804
JAN 15 2019
Re: Forest Park- Mobile Home Park TOWN OF QUEENSBURY
Queensbury,NY 12804 BUILDING&CODES
To Whom It May Concern:
Find enclosed a septic system record drawing (l 1x17) depicting the replacement septic
system as it was constructed at the below noted address.
Replaced Septic Systems at:
Forest Park MHP
Gregwood Circle lots: #97 and#99
Please let me know if you have any questions.
If you have any questions please call. AS BUILT
Sincerely,
Ryan K. Riper, P.E.
Encl.
225 Ruggles Road
Saratoga Springs,New York 12866
Cell:518.817.0099 Office:518.581.3893
e-mail:RyanRiper@RKengineering.us
GENERAL NOTES:
DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO
DESIGN FLOW DESIGN C. REO'D LENGTH OF PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS.
DIP = DEEP TEST PIT DWELLING SUPPLIED WITH MUNICIPAL WATER. ""
3 IN EACH TEST PERFORMED ON 08-08-18 WITH STONE INDUSTRIES 2.USE DIMENSIONS GIVEN: DO NOT SCALE
=6TOTAL 660 GAL»/DAY 1-5 MPI 275'-25X*=206' DRAWINGS.
0"—�12" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED $IBLE WITHIN 100'
12-30 REDDISH BROWN SAND. 3.ALL PERMITTING/VARIANCES TO BE OBTAINED f
" OF TREATMENT AREA. t- e �
BY CONTRACTOR AND/OR PROPERTY OWNER.
PROPOSED INSTALLATION: 30*-70" GRAY COURSE SAND �
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTUNG NOTED
4a FULL TIME CONSTRUCTION INSPECTION IS NOT
SOIL CONDITIONS ARE SIMILAR FOR ENTIRE MOBILE HOME PARK. THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT INCLUDED NTH SCOPE OF WORK.
TOTAL NUMBER OF LATERALS = 4 SEVERAL TEST PITS DUG THROUGHOUT PARK KITH SIMILAR PROJECT FOR LOTS #I73 THRU f79 ON BRIWOOD CIRCLE. THE
n EXISTING FAILED SEPTIC SYSTEM COMBINES THESE LOTS INTO
LENGTH OF EACH LATERAL = 55—0 FINDINGS. ONE DEEP SEPTIC TANK AND PRESUMED DRYWELS (UNKNOWN CT LOCAnm
TOTAL LENGTH OF LATERALS = 210' LOCATION).
PT#1 STABILIZED PERCOLATION RATE: 1:20 MPI £
PT#2 STABILIZED PERCOLATION RATE: 1:25 MPI INSTALLATION NOTE: Y. w
* PER NYSDOH APP. 75—A(FEB 3, 2010); A 25X REDUCTION IN INSTALLA11ON PERFORMED IN WINTER WITH MOST IN GROUND. `
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS FINAL GRADING/SEEDING WILL BE PERFORMED IN SPRING 2019.
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROJECT LOCATION PLAN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. CONCRETE SIDEWALK NOT TO SCALE
I
5' It is a violation of NYS education law for any person,
L1 unless he is acting under the direction of a licensed
ASB professional e g e , to alter any item in any way.
i ...,... n in er, n n a
F-P
N 0 R Tip T#2 BOX
p! I P (c� 9-
s — +�,
D
i
6 LOT INFORMATION.:
_ 4 LATERALS AT 55' EACH.
TAX MAP : 308.14 .-1 -52
L4 ADS HANCOR ARC 24 TOWN OF QUEENSBURY
® I I LOCATE WATER LINE AND CHAMBERS. SEE DETAILS. LOT SIZE: 48,9 ACRES
0 MAINTAIN 10 HORIZONTAL
SEPARATION TO SEPTIC, TYP. APPROVAL STAMP / NOTES
( B SHED INSTALLER TO LOCATE ALL UNDERGROUND
W UTILITIES PRIOR TO CONSTRUCTION.
(D
PARKING WYE
AREA LOT #99 EXISTING 3 BEDROOM fiatDWELLINGcc
D
- - JAN 16 2419
NEW 1000 GALLON CONCRETE
ACTUAL SEPTIC COMPONENT LAYOUT MAY VARY TANK WITH FILTER.SEE
DUE TO BURIED UTILITIES OR COMPONENTS. TOWN OF QUEENSBURY
� DETAILS.LOCATE AS FEASIBLE. BUILDING&CODES
I
PARKING
ARE I SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
I PROJECT: FOREST PARK - GREGWOOD CtRCLE
NEW GALLON CONCRETE
p TANK WITH OFILTE SEE DETAILS. LOT #97 & #99
0 183 PITCHER ROAD, QUFENSBURY, NY (TOWN OF QUEENSBURY)
i LOT #97 DRAWING TITLE:
AS—BUILT TIE—IN DIMENSIONS FT �S0
EXISTING 3 BEDROOM K .
F � p R ENGINEERING PLLC SITE PLAN
�,
A B C D DWELLING 225 R 1GGLES RD.,SARATOGA SPRINGS,NY
518 .3893
FILE NAME SITE
r
SCALE 1" = 20'-0"
D--BOX $§ 71 / ' NO. SUBMITTAL / REVISION APP'D. DATE
SEPTIC SITE PLAN DATE SEPTEMBER 2018
L1 BEGIN 84 75 a . A ISSUED FOR REVIEW/APPROVAL RKR 8/8/t8 REVISION 1
L1 END 32 36 t RECORD DRAWING RKR /11/1s
o PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS d
W L4 BEGIN 89 68 AND AS PURPORTED BY PROPERTY MANAGER. A a'�950 A�'' SHEET
cc L4 END 45 1 ,5 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST �OFESS10 C-001 1 2°F
NOT BE CONSTRUED AS SUCH,
PROJECT NOTES:
MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2O10 NYSDOH APPENDIX 75-A.
SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS
6' 6 -
" BURIAL DEPTH WILL VARY AND SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN
TYP' MIN. EXCEED 24". INSTALL LATERAL ABSORPTION HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE END VENT >3' DEEP.
2. INFORMAITON ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
CHAMBER EARTH i_ PURPOSES ONLY. FULL. TIME INSPECTIONS NOT PERFORMED.
BACKi"ILL I1=
3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
III—f 0 I� IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
=1 11=1 I I�ITI -1 I I I I►f=i I{=l -1 I I i I(112" CHAMBER ''_!I i-��'I 11- 1-1 I I
'=1 I I—I�'- ONE CHAMBER REQUIREMENTS.
HEIGHT Z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION
4. ALL. WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
2' DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
DO NOT SMEAR SOILS DURING N INSTALL LEVEL, REMOVE THE RESPONSIBILITY OF THE OWNER.
_ EXCAVATION. DEBRIS_ _ RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
NO VEHICLES ALLOWED ON TREATMENT FIELD.
GROUND WATER, BEDROCK OR
IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
;
PER NYSDOH APP. 75-A FES 3, 2010 A 25X
7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF
GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS RANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS CHAMBER TRENCH TREATMENT SECTION
$. RECOMMENDATION: QOWNSLOPE OR SHALLOW WELLS SHOULD HAVE
UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCALE' NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
FROM SEPTIC TANK �--TI--- ------ 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
4" DIA. SOLID PVC 1 I I I I A RISER OR EQUAL.
INLET —~- �1 �� - OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
1 `ice I I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
1 I I I I CAUSE FAILURE OF SEPTIC SYSTEM.
L__L1_-_----__
INLET —► - OUTLET PROVIDE EFFLUENT
FILTER. SEE NOTES. n APPROVAL STAMP / NOTES
INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) It is a violation of NYS education law for any person,
unless he Is acting under the direction of a licensed
1-1/2" PRECAST LOCKABLE COVER, TYP professional engineer, to alter any item in any way.
CONCRE E BAOR FFLE BAFFLE -gam FILL WITHp.�CLLEEAApN
REMOVABLE COVER
IN INCH Cill a �TAMPED EFFLUENT FILTERTOP
REMOVABLE & MULCH
COVER
/'WATERPROOF SEAL
�� v/� M//', ��i� x 12" MIN z
; m POLY RISER
��////��/A%/�% , !�/�,/�� +�t IWLET INVERT
w
` N INLET ) OUTLET NVERT
8 {
OUTLET
7 F
INLET = CAULKED
a10 CAULKED
JOINT z_a JOINT
- QUK
OUTLET SANITARY GLEVU SANITARY TEE W/
Ili IM 2" MIN.
TEE UUCHEAD EFFLUENT FILTER
�e� t 3" MIN
12" MIN. 0 0 0 0 o�°oa :3° oao° 0°0°°° °° CLEAN SAND PEA
G GRAVEL OR AGGREGATE °a
iti iii-i I iii �� (3/4" - 1 1/2") o
° � _ o 40
n i�,i i t niin m �i _ e o� _ o
� b� o �a "�< � a o
IF DESIGNED TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT
EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS PRO,ECT: FOREST PARK GREGWa CIRCLE
1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE;
27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL
2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. BE CHECKED AND CLEANED LOT #9 7 & #9 9
OUTLET PIPES. SURFACE AREA REGULARLY. OTHERWISE PREMATURE
- FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. FAILURE COULD OCCUR.
3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. 183 PITCHER ROAD, QUIENSBURY, NY (TOWN OF QUEENSBURY)
TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250
GALLONS TO TANK SIZE FOR EACH. p�ZAWING TITLE:
4. THE SLOPE OF OUTLET PIPES BETWEEN THE OF �
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCR 40. PIPE, LIQUID TIGHT JOINTS, RKENGINEERING9 PLLC DETAILS
NE
SHOULD BE SLOPED AT LEAST 1/32 PER FOOT MIN. SLOPE 1/4 PER FOOT. g ,
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 �_ 225 RUGGLES RD.,SARATOGA SPRINGS,NY
WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR 518.581.3893 FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. t.., a 0
5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR � W SCALE AS NOTED
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION APP'D. DATE
FOR EACH MOBILE HOME INSTALL k A ISSUED FOR REVIEW/APPROVAL RKR 8/8/18 DATE SEPTEMBER 201$
NEW CONCRETE � S,
W DISTRIBUTION BOX NEW 1000 GAL. CONCRETE SEPTIC TANK �d� ;g 5f °� t RECORD DRAWING RKR t/tt/ts REVISION 1 SHEET
oo~ o SCALE: NONE �OFESSZ� C-100 2
a a
SCALE: NONE
2