septic layouth'EfJUfF ,• POLYETHYLENE EXTENSION TO INSTALL POLYLOK PL122 FILTER SUCH THAT 4'W ELJEN ABSORPTION TRENCHES,GRADE WITH TAMPER RESISTANT ACCESS IT 1S READILY REMOVABLE THROUGH TANK ACCESS f
4 MINIMUM TOPSOIL ON ENTIRE BACKFILL
9
TRENCHES CE 37 R EACH WITHCOVER (NON--TRAFFIC AREAS COVER
AREA; SEED AND ESTABLISH TURF 4' TRENCH 9 ELJEN MODULES PER TRENCH
f
III SLOPE MDTH SLOPE--4
12" MIN. COVER APPROXIMATE
f /,
r / i '
EXISTING GRADE
1..75'.STABILIZEDi
fi FILL..:MATERIAL..
a114PERFOOT
d
ff
d ff 12 MIN. COVERM! dN. SLOPE a d a 1 S PER FOOT DISTR UT!1B O D
3 MIN. SLOPE
N BOX
a s ..... -.- i ..... :.:......... ........ :..:......Et4" HOUSE SEWER
3.._.SEf- i..
P LIQUID LEVEL SEPARATION.VC SDR 3 EFFLUENTORSCHLUENr SEWER0 8o NDA YXOUR NI ITION.
PPVC 35 OR SCH
BAFFLE
WATERTIG EVEHTSLEEVE 16 18 2 MIN. OUNDARY CO DI770N 36f;
SEAL (TYP. MIN. USE SPEED LEVELERS TO ASSURE ff WASTEWATER SYSTEM FILL MATERIAL ASTM C33 WASHED CONCRETE SAND
ALL OUTLETS ARE AT EXACTLY 2" MIN. DROP J
THE SAME ELEVATION BETWEEN INVERTS
ABSORPTION FIELD4" PVC SDR-35 SOLID HEADER TO SECTION4
ABSORPTION FIELD, 1/8" PER NTS
LIQUID DEPTH FOOT MIN SLOPE
30'" MIN.
60" MAX.
SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT
OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIAd
d ENTERPRISES OR EQUIVALENT.
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
d ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE
EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE BASE:
o d
a 4. a a
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION
d DESIGNED FOR H-W20 WHEEL LOADING.
PROPOSED 1,000 GAL. PRECAST CONCRETE SEPTIC TANK
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS WOSBELOW THE LIQUID LEVEL .MUST
BE TESTED BEFORE BACKFILLING.
SEPTIC TANK DETAIL 4" :MIN. TOPSOIL,
nlrs ESTABLISH TURF
4" SCH 40 PVC
PERFORATED PIPE
8" MIN
GEO—TEXTILE COVER----------.
1
ASTM C33 WASHED
CONCRETE SAND
7„
IN—DRAIN UNIT
HOLES @ 58c7 O'CLOCK
6" MIN
2 MIN SPACING
36"BETWEEN LATERALS
DET. ., .ILED ELJEN MODULE .SECTION
N TSLOCALBnARDOFHEALTl APPROVAL RESOLUTIO
reasonable use of the land and is the minimum variance which would alleviate the
specific unnecessary hardshipfound b the Local Board of Health to affect theRESOLUTIONAPPROVINGMOLLYMOYNIHAN'S APPLICATION FOR y
SANITARY SEWAGE DISPOSAL VARIANCE Applicant;and
BE IT FURTHER,
RESOLUTION NO.:BOH 9,2019
INTRODUCED BY: Mr.Anthony Metivier RESOLVED, that the Local Board of Health hereby approves the application of MollyWHOMOVEDITSADOPTION
Moynihan for a variance from the Sewage Disposal Ordinance to install a replacement septic
SECONDED BY: Mr.George Ferone system with the absorption field to be located 64 9 from the existing well in lieu of the required
100'setback on property located at 19 Churchill Road in the Town of Queensbury and bearing Tax
WHEREAS, Molly Moynihan (Applicant) filed an application for a variance from a Map No: 227.17-2-23,and
provision of the Town of Queensbury On-Site Sewage Disposal Ordinance Chapter 136 to install a
replacement septic system with the absorption field to be installed 64'9"from the existing well in BE IT FURTHER,
lieu of the required 100' setback on property located at 19 Churchill Road in the Town of
Queensbury,and RESOLVED,that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review,and
WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the'gown's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the BE IT FURTHER,
variance request on Monday,February 25`h,2019,and
RESOLVED,that this approval Resolution shall not be effective until 30 days after such
WHEREAS the Town Clerk's Office has advised that it dutynotified all property ownersPpy notice to the Adirondack Park Agency and shall be subject to any.lawful action by the Adirondack
within 500 feet of the subject property, Park Agency during such period.
NOW,THEREFORE,BE IT ALTERATION OF THIS DOCUMENT' EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
Duly adopted this 25'h day of February,2019,by the following vote:
RESOLVED,that
AYES Mr.Ferone,Mrs.Switzer,Mr.Strough,Mr.Metivier
1. due to the nature of the variance,the Local Board of Health determines that the NOES None
variance would not be materially detrimental to the purposes and objectives of this ABSENT:Mrs.Atherden 2 ADDED APPROVAL RESOLUTION (SHEET S2) — ISSUED FOR PERMIT 310512019
Ordinance or other adjoining properties nor otherwise conflict with the purpose and 1 RELOCATED WASTEWATER SYSTEM — ISSUED FOR VARIANCE 1110612018'objectives of any Town plan or policy;and
2. the Local Board of Health finds that the granting of the variance is necessary for the
0 ISSUED FOR PERMIT 711212017
IEW
No. Revisions Date
All l WASTEWATERS"1100TESDE`TA ILS
co prepared for.
FASafely, t Molly MoynihanDig19ChurchillRoadw .,Yor
III Call Before You Dig Town of Queensbury, Warren County, NY
1111 Wait The Required Time
IE Confirm Utility Response Drawn: JRS Checked: GTH Scale: 1"=20'Date: 412412017
10 Respect The Marks T
Dig with Care 169 Haviland Road
00w91 2-7962 Queensbury, NY 12804
518) 745--0307 Phone 291 1 —01-S2wwvw.dlgsafaiynewyorkcoro
Hutchins Engineeringg 518 745--0308 Fax