SEP-000739-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
at Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000739-2016 Date Issued: Thursday, July 13, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000739-2016
has been completed.
Tax Map Number: 239.16-1-3
Location: I 1 GREY LEDGES DR
Owner: Salvatore Ervolina
Applicant: Salvatore Ervolina
This structure may be occupied as a: Septic Alteration
Board of Health Res.33,2016 approved October 17,2016 By Order of Town Board
TOWN OF QUEENSSBURY
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
OL Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000739-2016
Tax Map No: 239.16-1-3
Permission is hereby granted to: Salvatore Ervolina
For property located at: 11 GREY LEDGES DR
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
Tyne of Construction
Owner Name: Salvatore Ervolina Septic Disposal-Residential $0.00
Owner Address: 22 Huntersfield RD Total Value $0.00
Delmar,NY 12054
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Septic Alteration
Board of Health Res.33,2016 approved October 17,2016
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 27,2017
(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 Town of Qeensbury, [ / ursd c ,2016
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT Office use Only
DATE ZE! t Zo%ey IReceived
tAa
UL
TUMAPID Z .1(0-1-3 ? LU �p� No�
U%I�- Permit Fee !!49
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LOCATION OF INSTALLATION, 1 �'✓ tZ. Approvals:
APPLICANT i >�IL�IA-TbRE. E12�IC`1lJA PHONE/E-MAIL
ADDRESS ZZ �IL-k*-X�F1EL1 1:�>. 7bEL-M,ARt N-i XZP'54
INSTALLEW/BUILDER: TR1 PHONE/E-MAIL
ADDRESS: A
OWNER �AT/tE A,-J' f F—TT1-1cAo41 PHONE/E-MAIL
Address
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1 1 –1VAI.�� Jf4C��L-�� PHONE�- 85
RESIDENCE INFORMATION -fe�`\ �
&-PCe �J�•T►? � D.d.'>'�� F'r•X"TUe.E'J
Year Built #of bedrooms YY X Gallons per bedrooms =Total Daily Flow
1980 or alder Garbage grinder installed Y _N
1981-1991 Spa or Hot Tub installed _Y _N
1892-Present 3 110
PARCEL INFORMATION
Topography Flat rolling _Steep slope _%slope
Soil Nature and oam _Clay _Other
Groundwater At what depth? > '+
Bedrock I Impervious Material At what depth? >A F
Domestic Water Supply _Municipal Well(rf we w u r any septic system absorption is ft.)
Percolation Test Rate: 10 per minute per inch (test to be completed by licensed engineering I architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION FLPwz ` SQ
Tank Size _gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.;Each trench x
Seepage Pit with#3 stone How many: _;size
Alternative System Bed or other type? l'nA�zE1 tiraE L�r'�c�L'714L t:
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& approved. The installed system must match the septic system
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 fact or circumstance know by or on behalf of an applicant, shall be void. 1 have read the regulations
and agree to abide by these and all requirements of the To of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: 11Psar-L\a 4CSELi�oK/ TV61x Date: le) Z=,-1(o
Signature: F-*►w►t� r,4Cs-a^s�C ��r� Date: lO—Zo-1 Co
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
(3111111ill11111-b
ENVIRONMENTAL DESIGN
PARTNERSHIP, LLP
June 6, 2017
Town of Queensbury Community Development Department ` � } 2Q to
742 Bay Road ECERE
�p
Queensbury,NY 12804 D V
Attn: Dave Hatin,Director of Buildings &Codes JUN 2 2 2017 D
Re: Ervolina Residence TOWN OF QUEENSBURY
11 Grey Ledges BUILDING&CODES
Dear Dave:
In compliance with application approvals granted by the Town of Queensbury I offer the following
regarding the referenced project.
The design plans reviewed and approved by the Town as associated with the wastewater system
application are as follows:
Replacement Wastewater System for the Ervolina Residence
11 Grey Ledges
Town of Queensbury Tax Parcel 239.16-1-3
• Sheet WW-1 Wastewater Variance Plan issued 9-27-16
• Sheet WW-2 Clarus Details issued 9-27-16
• Sheet WW-3 Wastewater Replacement Details issued 9-27-16
During the course of construction I was on the job site to observe key components of the system
installation culminating with the `start-up' of the pump assembly and control panel system on May 24,
2017. It was decided prior to the absorption field installation to relocate the d-box to the north end
versus the original south end design. A simple 'as-built' sketch of the field area has been provided
herein. Based on my inspection of the system start-up it is my opinion that the wastewater system is in
compliance with the intent of the approved design plan and is ready for operation.
Please contact me should you require any further information.
Sincerely, �7
�L— Ee�IN���;�GZ-L-r2CS'T
C DDe/nnis MacElroy,PE
Cc: Sal Ervolina
900 Route 146, Clifton Park, New York 12065 phone(518) 371-7621 -fax(518)371-9540
s � .-Y r?1 r 1 ��' -� �"``7' 1YASTEWATER SYSTEM -BASIS OF DESIGN
1 s 7 ,�T"f` .t`1 ,�•� .'�'3 '' T'`" SQILS ANALYSIS-TEST PIT DATA
AUGUST 2016 REGULATORY AUTHORITY: TOWN OF QUEENSBURY
�y � � d I � x •'� PARCEL DESCRIPTION: THIS GREY LEDGES DRIVE PARCEL SITS DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. (ll'
ALONG THE EASTERN SHORELINE OF DUNHAMS BAY. THE EXISTING0 TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE DISPOSAL - PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS w
`F D(amonc{� �! ms`s SEPTIC SYSTEM CONSISTS OF A SEPTIC TANK AND AN UNKNOWN
stand / i,� DISPERSAL SYSTEM. BASED ON AN EFFORT TO PLACE A PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE THREE BEDROOM RESIDENCE SHALL CONSIST OF A CLARUS FUSION - EFFLUENT PUMP SYSTEM TO AN ABSORPTION
DISPERSAL FIELD AS FAR FROM THE LAKE FRONT AS POSSIBLE AN BED DESIGN. w
°thc 1 lends �^i��•�. Happy F mlly AREA UPGRADIENT OF THE EXISTING DISPERSAL AREAWAS F�••i
• sR INVESTIGATED. TEST PITS WERE EXCAVATED IN THE AREA OF THE SOILS ANALYSIS: SOILS INVESTIGATIONS IN THE AREA OF THE PROPOSED ABSORPTION FIELD FOUND A LOAMY FINE SAND TO SANDY SILT TO A DEPTH OF 3' TO 4' WITH FRACTURED ROCK W W
PROPOSED WASTEWATER SYSTEM AND LOGGED BY DENNIS ENCOUNTERED. PERCOLATION RATE OF THE EXISTING FINE SAND SOIL IS IN THE B TO 10 MINUTE/INCH RANGE. ADDITIONAL FILL SOILS(QUEENSBURY RED DIRT) WILL BE BLENDED TO MAINTAIN AZ a
LANE GEORGE �'+ U� MACELROY, PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS COMPARABLE PERC RATE. w
c r' If(.I-�'. ��� _ FOLLOWS:
4� P! oK;k PROJECTED FLOWRATE: BASED ON A THREE (3) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES ®110 GALLONS PER DAY PER BEDROOM, THE AVERAGE w
/ — TEST PIT#1 - NEAR EXISTING TANK Ni 1111
xa DAILY FLOW(ADF) IS 330 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW` MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. THIS W N Z
^� { FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER Q rT, E-1 A
'.� �I,! ! = 0" - 6" FOREST DUFF, ORGANIC MATERIAL OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. r 1��J
SITE LOCATIO , \r( �b\\ 6" — 24" LOAMY SAND N1TH FRACTURED ROCK W 0 W ~ ;
t I ENHANCED TREATMENT UNIT: IN PLACE OF A COVENTIONAL SEP11C TANK A CLARUS FUSION 450 ETU IS SPECIFIED TO PROVIDE ENHANCED TREATMENT CAPABILITIES. THIS UNIT IS SIZED FOR A
ORANGISH BROWN 3 BEDROOM FLOWRATE AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS. SEE PLAN SHEET WW-2. r
t-pit^• 1M�k - � \� y�HIII�LI 24" — 56" MEDIUM/FINE SAND/SILT— BROWN, WITH SOME EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALL FLOW TO A CONCRETE PUMP PIT TANK (1000 GALLON), BY UTOPIA OR EQUAL, HOUSING A PUMP ASSEMBLY AND r7-o h
�Bav l`� /` \ � ., ROCK CONTROLS FOR TIMED DOSING OF THE EFFLUENT. THE EFFLUENT PUMPS SHALL BE BY GOULDS PUMPS (MODEL 3885) OR EQUAL, CAPABLE OF 30 GPM AT A TDH OF 15 FEET. THE CONTROL r W N
Co
s v PANEL WITH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE LOCATED WITHIN MECHANICAL SPACE OF THE HOUSE. THE ALTERNATING PUMP CONTROLS, SJE RHOMBUS MODEL IFS OR EQUAL
; � NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER �+
�, �,, )i SHALL INCLUDE A TIMED DOSE (2 TO 3 HOURS PER CYCLE) WHICH DELIVERS A DOSING VOLUME OF APPROXIMATELY 90%OF THE FIELD'S PIPE VOLUME PER DOSE. FINAL PUMP CONTROL E-•( 7 N
TEST PIT#2 NORTH END, SLIGHTLY DOWNSLOPE FROM TP 1 SETTINGS WILL BE ESTABLISHED IN THE FIELD BY THE ENGINEER DURING THE SYSTEM TESTING AND START-UP PHASE. Tn a1i I1/!' Z
I V1 ly li
t /( , N a
i��i i s I ocic ri
THE CONTROLS SHALL INCLUDE A MINIMUM OF THREE FLOATS TO SERVE AS 'TIMER ENABLER, ALARM/LAG PUMP ENABLER AND TIMER OVER
AS PER THE MANUFACTURER'S SPECIFICATIONS.
11.. 5 0" - 6" FOREST DUFF, ORGANIC MATERIAL W ..1
THE ACCESS TO THE PUMP PIT SHALL BE POLYLOK PLASTIC COMPONENTS (30" MIN.) OR EQUAL THE PUMP SYSTEM SHALL BE INSTALLED TO LINE UP WITH THE TANK ACCESS FOR EASE OF T�
6" - 22" LOAMY SAND ORANGISH BROWN, WITH REMOVAL THE PUMP PIT SHALL BE VENTED BACK TO THE HOUSE STACK. V 1 ` In
_ FRACTURED ROCK
Y S
n
ABSORPTION FIELD SYSTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A BED CONFIGURATION DISPERSAL SYSTEM WITH THREE LATERALS AT 22 LF EACH, 66 LF TOTAL THE FIELD SIZE SHALL N
22" - 53" MEDIUM/FINE SAND/SILT WITH SOME ROCK BE 15' X 24'f, THE BOTTOM OF THE BED SHALL BE POSITIONED TO MAINTAIN A 3' VERTICAL SEPARATION TO LEDGE. THE ABSORPTION BED SHALL BE ESTABLISHED TO MAINTAIN A W 0
SITE LOCATION MAP MINIMUM VERTICAL SEPARATION TO LEDGE. FILL SOILS (QUEENSBURY RED DIRT) SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANSITION TO THE NATIVE SOIL A CLAY SOIL BARRIER OR ( y
SCALE: 1" = 2000' NO OBSERVATION OR INDICATION OF GROUND WATER POLY LINER SHALL BE INSTALLED ON THE DOWN GRADIANT SIDE OF THE BED SLOPE, 'TOED' INTO THE NATIVE SOIL, TO PROVIDE A BARRIER AGAINST HORIZONTAL BREAKOUT OF THE DISPERSED w I' rte'
EFFLUENT. REFER TO DETAIL ON SHEET WW-3. H w W
SOILS ANALYSIS-PERC TEST DATA ii
VARIANCE REQUESTS S 88•-80'-02" E
AUGUST 2016 �j �
rs
V-1 ABSORPTION BED TO SHORELINE Lf) 102.41' a 1 u1 Z
86' PROPOSED VS 100' REQUIRED PERC TEST ANALYSIS - THE PROPOSED FIELD AREA WILL REQUIRE
THE ADDITION OF FILL SAND (QUEENSBURY"RED DIRT') OVER THE
EXISTING SOILS TO CREATE A LEVEL BED AREA. THE FILL SOIL V w •' ^ 11
WILL HAVE A B-10 MINUTE +/- PERC RATE. THE NATIVE SOIL " "+ W ¢ F-1 y
BELOW HAS A PERC RATE IN THE DESIGN RANGE OF 8 - 10 NCo
�� uj
1.) ERVOLINA RESIDENCE HAS A LAKE WATER SUPPLY. MINUTES PER INCH. THE PROPOSED APPLICATION RATE OF THE %0 m Lu CD C-5
Q V��1f1 a
O
HIGHLY TREATED EFFLUENT FROM THE CLARUS TREATMENT UNIT IS
PROPOSED TO BE AT 1.2 GALLONS PER MINUTE. Z W' 0 0
2.) NO NEIGHBORING WELLS EXIST WITHIN 100 FT OF THE /^ O Z J W LL, c/3
PROPOSED WASTEWATER SYSTEM. (� �i a L,� CO J Z a
TOWN
LANDS OF McCARTHY �} r `� (IfEI
(LAKE WATER L.�i t'i 1. C r•../ e 0 (If> — ~ 1� 1'
SUPPLY) f Q ilJ ~ z O I`---I A Z LL a t
2 STORY 3 ( // '� C O rjl y
WOOD FRAME I ���F•••yyyY / fv.1 1�••••'. "/� .�...• �'. ICL o} L Co Co J LLJ I— O F-1 J
HOUSE = Reviewed c.a r.: � C W �A, Q 1�1 C� r W Fes. m
BOAT HOUSE // "y Go V) W >S u U V W FI V
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Date:
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BE RELOCATED AS DRIVE i --- W �{
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PER OWNER e Ljj o E a Yc3mZ a
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vi C! I� - �.� ice`,)r_:J p 0 0 o W a
SILT FENCE
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FRAME / y d o -,c,.
(SEE DETAIL) CAMP ON / Q 2 0 - CSI c0 W z _ N N
PIERS REFER TO SECTION A:A' m - fes.% J
ON SHEET WW-3 �' ! v v
tY� 1000 GAL. PRECAST Z i._ U z ti
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v EFFLUENT PUMP TANK
o
1 253.54' rc =
MAP REFERENCE
BASE INFORMATION "MAP OF LANDS OF JOHN P. &DIANE /�� \. �— -� o (< 3
LANDS OF N 86'-42'- W f' 37Lli
H. MATTHEWS TO BE CONVEYED TO SALVATORE W. & MAT7HEWS CLARUS FUSION o o' r- _
KATHLEEN M. ERVOLINA", BY COULTER &McCORMACK (VACANT LOT) "' V)
ZF 450
LICENSED LAND SURVEYORS, DATED MAY 6, 1996 F \ 5
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CS
r AJR , xCD
FUSION CONTROL PANEL Rau E BLOWER w 0 O
(LOCATE PANEL WITHIN POWER
HOUSE AS PER OWNER) CORD w
cIi
AIR LINE FTS W
LOCALE PANEL TO PANEL
0. E--1 Z�y
WITHIN HOUSE E"I
CONDUIT TO N E,y• a (�
-� RIED AIR PANEL O F J ( Z
NE
/ RUBBER O W h W
BLOWER \ �� ^ "r >
RISER AND LID AIR LINE ELeows �L u Z a h
TO PANEL BLUE A1R �-L 1""1 W ♦ M N
BLUE AIR LINE �i/� o—.UNE 1� �1Q7+i Y/ c 0
CLEANOUT Z N
W 1- 0W
—� TO DRAIN FIELD N
BUILDING
SEWER LINE AIR LINES O a L1
} W
FUSION TREATMENT UNIT
�1 W14 W
aLa.
FUSION 450 AIR PUMP DETAILS �--� �� ao y
FUSION 450 TYPICAL PROFILE N❑T T❑ SCALE E-I o
N❑T TO SCALE W Z nt Z J J
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84 3/4 U Z d' Z 06
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rr i z D 3 OUTLET W C`3 a > F Z ad
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I OPTIONAL DECORATIVE ROCK CONFIGURATION N Y o
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NOTES: (n Q o oa a
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1) DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. G kz j
2) THE OVERALL HEIGHT DIMENSION "H" IS TO THE TOP OF THE NARROW p
`O ,n ADAPTER RING, NOT THE RISER LID. w > j� °
t(7D
3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE N Nm Ls
PURCHASED SEPERATELY.
EXCAVATING DIMENSIONS yy
SYSTEM L W I H I I I E O � �s
FUSION 450 7'-1" 3'-8" 5'-2" 4'-4" S-10" TYPICAL INTERIOR CONFIGURATION ci Z I
AIR - PUMP DETAILS z '
FUSION 450 DIMENSIONS & EXCAVATION DETAILS
NOT TO SCALE N❑T TO SCALE
� 9
6
30" FRAME AND COVER TO BE PRECAST PLASTIC GENERAL NOTES:
HEAVY DUTY PLASTIC FRAME AND
COVER ASSEMBLY B RISER BY ZOELLER 1. SLT FENCE SBE PULED A WMIUM OF 5 FT.FROM FRE of SDPE.to Fr.PREFERRED. PROVIDE ADEO(ATE AREA FOR
OR OSOUL BE
OR EQUAL AS SEUMENT STORAGE Arra FACILITATE AWETAMCE OF SEDUDIT cartAMEW NSA x co
_ FIX FLOAT BRACKET NECESSARY z POSTS WY BE 1.25'-135'QQIDIU4Q EWtDN=.TYPICALLY.FOR KWE MESH 84CK USE 25 W
d NOIL MRONO ,OR SIFELL T OR IZ'E 0
TO TOP OF TANK OR IT POSTS(Iro W 1).SILT F04M SHNL BE UaEN CEORxTU FBFagGEOTTDI 2100 OR EI o
RISER SECTION. 0. SET FENCE ASS.TASIFS WY HAVE+FL OR 6 Fr.POST SPACIC,NO WY OR WY NOT HAVE MESH REP FDRCEI R.SENSUME
MEAS TO BE PR7TECIED WY rETD TO BE RWDRCED BY U92 C HEAVY VRE FDICING FOR ADDED SUPPORT m PREVEM CCIMSE
12' t A THE BOTTOM
S ON TIES OF SILT�SHALL BE BURED of iFIE AHF A IJIMN OF V BELOW GROU D.THE FENCE SOUL BE 06TAIM WITH THE
PRECAST CONCRETE S MAWN AUDEABIE SLOPE LENGTHS CMIRIBUTEM RUNOFF m A SILT FENCE PLACED W A BOOM ARE: F,J•,' y I-Mi
• •• PUMP CHAMBER (1000 GAL $tDFE WwMu F-I �+W
W SEPTIC TANK) TE 30•' OPENING
-j TIMER OPTIONAL BY EUTOPIA ENTERPRISES OR EQUAL s1E>rxEss IFHC111 IRT
d.
0] OVERRIDE GUIDE RAIL 31 10 O w N Z
�N SYSTEM FLEXIBLE BOOT +�1 T'+
ALARM BY CONERY TYPE CONNECTOR (NP) xt OR FUTIER 100 rT, Z
O O MANUFACTURING U^J F,•�
d FLOAT 6. MAMN DRMODE AREA FOR OIBERM FLOW m A�I FENCE SHUL NOT EXCEED X ALTS PER IFR FEET OF IBM WITH
ROBE TO CONTROL PANEL MAXI PONDD4 DEPTH OF 13 FEET BOW THE FTNCE;NM EROSION WOULD OCCUR N THE FDRW OF BEET EROSION;NO r
g AT HOUSE DERE IS NO COHCWTRATM OF WATER RMV TO THE BARRIER.
I�'✓VI TO,'W^
T. WAS1RES SHALL BE M"ECIED EVERY SEVEN(7)CAIBMUT DAYS,AFTER VCH BAEFNL OF.5'OR MORE MIN A 12 HOUR v v j n
M US TAMC
TO GUAR PEHEW,OR DALY DIIRElG PImIDNGED RAINFALL IFASVfES SFWL DE t(FNfD Aro REPAIRED AS ISOIWED. a Q;
Q ,.! UNION DISCONNECT 'FIII' 4" PVC AT 1Y. MIN. -� & SEDIOU SHWL BE ROXNED WHEN ADatiaAnox REACHES ONE-HUF OF THE WASURE HEIGHT.SEM09 SWIRL BE DISPOSED OF ( Q W
4„ (J As aWEP9E IWBE4- W T y
YA TURN BALL VALVE DRAIN BACK LL L,� �i/� ^`
VALVE FOR COLD CLIMATES V MIN[IV PREFERRED)--.-� E"1 Y/ CO Z
AND SEASONAL APPLICATIONS I—III SLT FENCE F�
FLAW III—III HARDNDOD 'yF W r`/, J
— I- BALL CHECK VALVE - POST IIr��/-�' W
TO DISTRIBUTION BOX _ S S S 8 UNDISTURBED V 1 z to
I 1-1/2"" PVC -I I I- GRIIDLINE F
1 1/2" PVC FORCE MAIN -II SCH-40 III I 1 / 0 {L
TIMER I SEDIMENT
I-I I SLOPE CONTAINMENTIN
AREA
-I ENABLER - xPQ
FLOAT - 1.25'x 1.25-(2'a 2'NOM.
CRUSHED STONE BACKFILL TO FOR 151RE MESH BACK•)
SPRINGLINE OF PIPE (TYP.) HARDWOOD POST
=I ''.•:•-,:...:%..•;.•:,.:, t ...! :'•-.� II—III.
*OR STEEL'T'OR'U' > {W�
SECTION POSTS I1 ID
/If MIN.) 1 �-•
SUBMERSIBLE EFFLUENT PUMPS; 6" MIN CRUSHED S70NE
MODEL 3885 BY GOULDS PUMPS =I LEVELING FOUNDATION _ III-III
OR APPROVED EQUAL _ A-JNOTE:
—_—_—III—III-
PRESSUREALL PE FITTINGS
TO USE OVEN GEO EXTILE FABRIC n
III-III-III-III-III-I f I"°I I I TRe�I I�BTi i�E I I I-I I I I I I-11 I-I PIAN CO4
_ GEOTEX 2130 AOR EOUAU `� W W
—1 i I— 11=1 11—III-III=III—I 11-1 I I—I i I—
N'O(IF NYRE MESH M RCEMENT ,F I Q Q w
(IF WRE MESH MIN.Ta GAUGE 1: i/,i YY
WITH MAX.5'OPENING SEDIMENT CONTAINMENT AREA
5'MIN(10'PREFERRED) _
SILT FENCE ASSEMBLY PW.F.+ .10
Z
_1CDULEX PUMP PIT SEE INSTAL AEON NOTES) Y Q
Vw N
NOT TO SCALE cqZ
m �j a
FSI 'A�
i0c OF SLOPE r, O Vi z t
PROPOSED BOULDER ZID
RETAINING WALL 5" MIN. THICK IMPERMEABLE TOW W Z m
EXISTING STONE UNDISTURBED
W 11 z
GROUND r �
CLAY BARRIER TO BE INSTALLED WALL INSTALLATION NOTES: U 0
DESIGNED BY OTHERS FINAL GRADE U
AROUND VERTICAL PERIMETER OF 1. DEYMOIE FABRIC AAM WDIEN WISIESH TO BE FASTENED RETAIN EXISDNG VEGETATION, Q;�
ABSORPTION FIELD. 45 MIL POLYPROPYLENE NON-WOVEN FABRIC YTo POS"" TIES PDSSBLE {�/f _ 1� a O a W W
2 FILTER CLDiH ES BE SPACES
DER S24"ITV m AND
ME 1TRE / I �j' F s
LINER CAN BE USED IN PLACE OF CLAY FILTER CWOHLU T69'ACESERO SEMRT TP NON J// L
BARRIER UPON APPROVAL BY ENGINEER. �• EXCAVATE FRENCH.BURY SILT FENCE`"BR" I W O Z
4" PERFORATED o. WIHETI Trro sELTars of FILTER SATYR AAXMM FAID7 ODER AND BACKFILL/COMPACT EXCAVATED EARTH y�
THEY SING BE OVERLAPPED BY SLC INCHM FCDED AMT a'--- N ,r-( E•••F 0 Z j
PVC LATERALS STAPLED. F.4
6" MIN +. MV1RBl+"SAIL.BE PERFFORIIED AS NEEDED AAM
WOVEN COVER AMFERIAL REMAD WHEN,�'DEVELOP IN THE AT SECTION �' W
FABRIC `�`
H
SILT FENCE DETAIL (SILT FENCE — TEMPORARY) o M
a a NOT TO SCALE
. a: . :%-J: J .12` -'30"t.'
a.''• as �. a'' J. a' .a.a. - .. 11
w FI
>
. .. Fls�MS�TANDARD NOS• � W Y V_
-- - AL IN THOSE CASES WERE TESTS FOR HIGH GROUNDWATER DETERAIINATION AND SOIL PERCOLATION AS PROVIDED FOR IN
THE APPENDIX INDICATE THAT THE DUALITY AND DEPTH OF NATURAL SGL IS INADEQUATE FOR AN INSTALLATION,A FILL I.I..I = W
SYSFEW MAY BE UTILIZED,PROVIDED THE FOLLOHWG SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL = p al t')
NOT BE GRANTED UNTIL THE FILL!S IN PLACE AND THE SY57Sw EVALUATED ACCORDING TO THE ADMINISTRATIVE llF���111 ^ 3 ED O p•
3' MIN PROVISIONS OF THIS ORDINANCE, w I/.�L E (__( ¢Ifa
VERTICAL B. THE DESIGN AND INSTALLATION OF A FILL SYSTEV SHALL COMPLY WITH THE FOLLOWNG SPECIFICATIONS O W
SEPARATION I) THERE MUST BE AT LEAST mo(2)FEET OF NATURALLY OCC/RR/NG SGL(THREE(J)FEET HITH/N 1000 FT OF LAKE W O < Q O
GEORGE)OVER AN IMPERVIOUS LAYER. O k k z
TO GROUNDWATER Q..I'
2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN(10) U m m m
OR ROCK PERCENT. w V)ED L
U Nm
J) HWHIT'PLACING FILL ONm TOP RY FR To T GRADE,ORGANIC TH RIS INCLUDING THE LEAVES,ROOTS AND OTHER PLANT }
APPROXIMATE FORMS,SHALL BE Rf7JOVED PRIOR TD THE PLACEAIENi OF THE FILL AND THE NATURAL SGL PLOWED O?SCARlFlED.
EXISTING GRADE 4) THE SGL USED FOR FILL SHALL BE HELL GRADED LOAMY SAND,OR HELL GRADED LOAMY SANDY GRAVELS AND
SHOULD CONTAIN A MAXIMUM OF THELVE(12)PER SILTS ON CLAYS CONTAINING NO ORGANIC DEBRIS OR NO N
SCID OB.ECT LARGER THAN THREE(3)INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE
EA
NATURALLY FOR AT LST SIX(6)MONTHS OR BE MECHAMCALLY CONPACrED.
EXTEND CLAY BARRIER 12" THICK WASHED 5) SUFF7GENT FILL Musr BE INsrALLED TO ENSURE A MINIMUM OF THREE(J)FEET BETHEEN ANY TRENCH BOTTOM AND
18" MIN. INTO - REFER TO SHEET WW-3 MAXIMUM HIGH SEASONAL GROUNOWA7EF. THIS sEPARARON Musr BE THREE(3)FEET TWTFON 1070 FEET OF LAKE GEORGE I
CRUSHED STONE BED FOR FILL SPECIFICATIONS 6) ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS. W O
EXISTING GRADE
( " TO 1j" STONE) 7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOAr THE FILL sYsTEM IN THE UP-SLOPE ORECTION AND OF _j cn
3
sumcrENT LENGTH TO OVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM
B) THE TOP OF THE F7LL OVER THE LEACHING FACUTY SHALL BE CROWED OR SLOPED TO ALLOW NATURAL SURFACE ^ L(..I
RUNOFF,AND SEEDED. F
SECTIONA.-A' 9) SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT sTEEPER THAN ONE(1)VERTICAL ON)HREE(J) V)
NOT TO SCALE
HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEERV. A O
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o
• • . �r Onsite Equipment, Inc.
• • E (; E iJ \Yj (C f P.O. Box 6265
• • U �� `,r; Syracuse, NY 13217
• • • JUL i 3 iUt/ I,i; 315-254-6891
TOWN OF QUEENSBUR ;
u V BUILDING& COpcq
MAINTENANCE/SERVICE AGREEMENT
FOR CLARUS FUSION
Project Number: 99-2016-87
Owners Name: Sal Ervolina
Property Location: 11 Grey Ledges Drive, Queensbury, New York 12804
Owners Mailing Address: 22 Huntersfield Road, Delmar, New York 12054
Email: salervolina@yahoo.com
Phone Number: 518-461-6406
Term: 4 years
Start Date: 4/28/2017
This Agreement will serve as acknowledgement that Onsite Equipment, Inc. (Onsite) will
provide service on the Clarus Environmental, Inc. (Glarus) Fusion enhanced treatment
unit at the above referenced property. Onsite will perform annual scheduled service
checks of the Fusion for four years or until the first pump out is required. After this term,
the owner must subscribe to the inspection and maintenance program. Applicable
regulatory entity may be notified if the agreement is terminated at any time, regardless of
the reason.
Onsite will check the Fusion for proper operation and notify the owner of any deficiencies
that need to be addressed. The cost associated with additional items including
replacement of parts, pumping out accumulated foam/sludge or site grading is not
included in this agreement. Property owner agrees to operate the unit in accordance with
the manufactures recommendations as presented in the Fusion Owner's Manual. Owner
may transfer the benefits of this Agreement to any purchaser or other person who
acquires the property where the fusion is located.
Onsite is not responsible to redo any service checks delayed or prevented as a result of
no electricity at the Fusion panel or as a result of an Act of God.
Property owner agrees to operate the unit in accordance with the manufactures
recommendations as presented in the Fusion Owner's Manual. The undersigned agrees
to the terms of this Inspection & Maintenance Agreement.
Owner Date
Y Lit x ylti4'
SOILS ANALYSIS- TEST PIT DATA
AUGUST 2016 x�
PARCEL DESCRIPTION: THIS GREY LEDGES DRIVE PARCEL SITS �i 0
ALONG THE EASTERN SHORELINE OF DUNHAMS BAY. THE EXISTING O
SEPTIC SYSTEM CONSISTS OF A SEPTIC TANK AND AN UNKNOWN
DISPERSAL SYSTEM. BASED ON AN EFFORT TO PLACE A r,
DISPERSAL FIELD AS FAR FROM THE LAKE FRONT AS POSSIBLE AN W 1
l " AREA UPGRADIENT OF THE EXISTING DISPERSAL AREAWAS ry
INVESTIGATED. TEST PITS WERE EXCAVATED IN THE AREA OF THE Z�i
PROPOSED WASTEWATER SYSTEM AND LOGGED BY DENNIS
LA2� GEGHGE I _;,4j�A t+ ` MACELROY, PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS W
FOLLOWS:
�� AI329 TEST PIT#1 - NEAR EXISTING TANK W ii N Z
0" - 6" FOREST DUFF ORGANIC MATERIAL rO CO }
LOmno c` ,r-r I /I �\\\?,'. 6" - 24" LOAMY SAND WITH FRACTURED ROCK ^ W j '1 W
ORANGISH BROWN r'
J i 11� 24" - 56" MEDIUM/FINE SAND/SILT- BROWN, WITH SOME Q Z M
rav,_BaY`,/ ��� •�� �.�`-,p,, �, ROCK
NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER c Q
TEST PIT#2 NORTH END, SLIGHTLY DOWNSLOPE FROM TP 1 T/ \ �/ N Z
0" - 6" FOREST DUFF, ORGANIC MATERIAL
6" - 22" LOAMY SAND - ORANGISH BROWN, WITH V1 z {n
FRACTURED ROCK `
22" - 53" MEDIUM/FINE SAND/SILT WITH SOME ROCK )-+-'I C Lu
SITE LOCATION MAP '"'-7 N
NO OBSERVATION OR INDICATION OF GROUND WATER V4
SCALE: 1' = 2000' � v L
SOILS ANALYSIS- PERC TEST DATA S 88'-80'-02" E W
Z H
AUGUST 2016
0 102.41' W Fn Z =
PERC TEST ANALYSIS - THE PROPOSED FIELD AREA WILL REQUIRE
THE ADDI710N OF FILL SAND (QUEENSBURY"RED DIRT") OVER THE _
EXISTING SOILS TO CREATE A LEVEL BED AREA. THE FILL SOIL
n
WILL HAVE A 8-10 MINUTE +/- PERC RATE. THE NATIVE SOIL
BELOW HAS A PERC RATE IN THE DESIGN RANGE OF 8 - 10
MINUTES PER INCH. THE PROPOSED APPLICATION RATE OF THE v 1 W I
HGHLY TREATED EFFLUENT FROM THE CLARUS TREATMENT UNIT IS ri Q 4W
PROPOSED TO BE AT 1.2 GALLONS PER MINUTE. Lo II�LLL���JJJ777 L
M
J Z
LANDS OF 3 E--I F F Y
MCCARTHYo A(� C\2Z L6 Z n
(LAKE WATER Q _
2 STORY SUPPLY) -co JT zAWOOD FRAME 3 I C) W r, O W (7
HOUSE W 5
BOAT HOUSE OD O r 1 Q �a ` I^
W V o
W N
ASPHALT DP.(V[ ( 0 z cu
C
�
V) �o �; W
DOCK A ' v
APPROXIMATE O f Y W W
Z ABSORPTION w (Y P-4W
45'-50" W BED ARE?,
N 86'- a CJ , ' Z a
� � M
RETgIN/NO WgLL
`-�� W � w
W
WOOD 4" PVC DISPERSAL
DECK ASPHALT LATERALS, 24 FT EACH
DOCK DRIVE
O O 7a
BOALd
DOCK I' q 1, '� F-4 l+1 \ 1 I
F- m d
I I__ o
(5 ASPHALT L
DRIVE
1000
1000 GAL. PRECAST I J ;Z 3 = E- 0C50°q
A
EFFLUENT PUMP TANK o o v) ,U�11 U� 3 m RlLl 0
f�
O I Vv L5 u V o L G GZFRAME QM d
OO N D] L
D J m CAMP ON !PIERS 41 Nm L9
CLARUS FUSIONJU 2 2 217
w
!n
v ZF 450 Z a , w
TOWN O QUEENSSURY o
1
BUILD [fir CODESz Z
LLI oc
W
253.54' -y--�""" ._I � � I a
MAP REFERENCE Q F.—
BASE INFORMATION "MAP OF LANDS OF JOHN P. &DIANE LANDS OF N 86*-42'— W (n Z LLJ r
H. MATTHEWS TO BE CONVEYED TO SALVATORE W. & MA TTHEWS = a
KATHLEEN M. ERVOLINA", BY COULTER &M.CORMACK (VACANT LOT) (n p
LICENSED LAND SURVEYORS, DATED MAY 6, 1996 J
f-
va
6