1.2 1.2
WASTEWATER-SEWER\Set PH\Miller Peter—Replacement—Components—Leach Bed Force Main Pump Station Septic Tank to Stream Building Lines—5-16-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF PETER E. MILLER
RESOLUTION NO.: 2022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and
is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage
Disposal Ordinance, and
WHEREAS, Peter E. Miller has applied to the Local Board of Health for variances from
Chapter 136 to install a replacement wastewater system with its components proposed to be located
as follows:
1. Sanitary Sewer Force Main to be 0' from the stream in lieu of the required 50'
setback;
2. Pump Station to be 14'6"from the stream in lieu of the required 50' setback;
3. Septic Tank to be 21'1"from the stream in lieu of the required 50' setback;
4. Septic Tank to be 5' from the building in lieu of the required 10' setback;
5. Leach Bed 6' from the property line in lieu of the required 10' setback;
6. Leach Bed to be 6'3"from the building in lieu of the required 20' setback; and
7. Leach Bed to be 67' t from the stream in lieu of the required 100' setback;
on property located at 119— 121 River Street in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public
hearing on Monday, June 131h, 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay
Road, Queensbury, to consider Peter E. Miller's sewage disposal variance application concerning
property located at 119 — 121 River Street in the Town of Queensbury (Tax Map No.: 311.5-1-5)
and at that time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the
Notice to neighbors located within 500 feet of the property as required by law.
Duly adopted this 16'h day of May, 2022, by the following vote:
AYES
NOES
ABSENT:
* SEPTIC VARIANCE Office Use Only
�.r Permit#:.
F
Wa- .
APPL>ICAO` Permit Fee $
Town of lecns7aur}'
"' Invoice#:
742.Bay.Road,Queensbury,NY 12804; (CC
9 r>
P:5' -761-8256 www.gueensbury.net � G Approvals:
&co ie's.o�`E�ie com leted applicationpackage,
Submlttal. l (one) original & p p pp
PLEASE PRINT LEGIBLY TYPE,, PLEASE INCLUDE AN EMAIL -
Section 1:
Contact Information:.
Property Owner(s): Peter E. Miller Owner's Agent:- JARRETT Engineers, PLLC
Address 119 River St. Address: 12 E:Washington St.
Hudson Falls NY12839
'.Glens Falls; NY'12801
Phone#: 518-793-0868 Phone#: 518-792-2907
Email:: . Email: .bh61mescmiarreftengineers.com
Section.2:..
Site Information:
Site Address: 1.19-121 River St: Tax ID#: 31.1.5=1-5`
Directions to Site:'.Near intersection of Route,254 (River St, Hudson Falls). and Warren St.-(next to Adirondack Seafood)
Section 3:
Distance from,well on property to septic system (if applicable) N/A feet
Section 4:
Is it possible to install a conforming septic system on this property? ❑Yes Q No
If YES, please explain and attach a,diagram_:
Section 5:
-Does the,proposed system meet setback requirements for distance from wells.&septic systems on neighboring:
properties? X❑Yes. 0 No .lf NO, please explain:
Section 6:
Is the.proposed system to be installed under a parking area? Yes XQ No
Section 7:
Section of the Sanitary Sewage.Ordinance from;whi' h. ou are:seekin the:variance- i e. leachin system will be 89 ft;-.
Y g ( g Y
from welkin lieu of required 100 ft.): 136=9.D (see drawing WW2) -
Septic variance Application
Revised.December 2021
I ,
i
i
i
Section S:
i
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name
ti
Address Lower Warren St.
Tax Map ID i
i
South Name. .Delaware&.Hudson RR Co.
Address 120 S 6th St, Minneapolis, MN 55402
I
Tax Map ID 310.7-1-2
i
East Name Simione,Anthony F
Address 1.92 Ferry Blvd; South Glens Falls;NY 12803 {
{
Tax Map.ID 311.5-1-4.
I
West Name Trybendisi Mark
l
Address 123 River,St., Hudson Falls, NY 12839.
Tax Map ID 311.5-1-6
Section 9: i
OWNER STATEMENT
I/We do hereby relieve the Town.of Queensbury from any liabilities on the plumbing and septic system located at: I
Peter&Ann Miller ..I/We realize that putting the well,septic tank or leaching system less than.the required <10 feet
from the Property,line/stream may increase the risk of pollution.
Owner—Print Name: P_eterE. Miller
Owner=Signature C, m, Date: �, '�7 7,o
Section 10:. ,
NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable)
'I/We.do hereby relieve the Town of.Queensbury from any Liabilities on the plumbing and septic system located at:
I/We realize that putting the well,septic tank or leaching system less than the required feet j
from the may increase the:risk of pollution.
Neighbor/Tenant=Print Name: .
Neighbor/Tenant-Signature: - Date:
Septic Variance Application Revised December 2021
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A.location ma-p showing the site within the Town of Queensbury
2. A plot plan showing existing and.proposed features of the property, including:
a. Lot dimensions
b. -North arrow and scale: 1 inch=40 feet
c. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes,wetlands, etc.)
f. Location of all wells and septic systems.on neighboring properties'
g. :Adjacent ownerships
h. All properties within.500 feet -
A sample plot plan and location are shown below:
+. ;SIM.
r-7.1ctaiitri�Aep n '.
.csasus' p
4u ,
UJ
71
r� ti
r++F.a;Faf� -S - .r irPli9uC�isry ; "
u � �. . . � p�renoiRa �_ r TOAfiCdlde:.
bbb
!'IHo:oty J,
Septic Variance Application Revised December 2021.
500' BUFFER LIST
311.5-1-12 311.5-1-13 310.7-1-2
Schermerhorn,Susan J Randall,Jeffrey H Delaware&Hudson Rr Co
109 River St 6 Randall Dr 120 S 6th St
Hudson Falls,NY 12839 Lake Luzerne,NY 12846 Minneapolis,MN 55402
310.8-1-1 311.5-1-1 311.5-1-2
Niagara Mohawk Power Corp Niagara Mohawk Power Corp Acabeo,David
300 Erie Boulevard West 300 Erie Boulevard West 111 River St
Syracuse,NY 13202 Syracuse,NY 13202 Hudson Falls,NY 12839
311.5-1-4 311.5-1-5 311.5-1-6
Simione,Anthony F Miller,Peter E Trybendis,Mark
192 Ferry Blvd 119 River St 123 River St
South Glens Falls,NY 12803 Hudson Falls,NY 12839 Hudson Falls,NY 12839
311.5-1-7 311.5-1-8 311.5-1-9
Barber;William Diane,Murray 131 River St.,LLC
.125 River St 127 River Dr 131 River St
Hudson Falls,NY 12839 Hudson Falls,NY 12839 Hudson Falls,NY 12839
311.5-1-10 311.5-1-11 303.20-2-12
131 River St.,LLC Tyminski,John Niagara Mohawk Power Corp
131 River St PO Box 246 300 Erie Boulevard West
Hudson Falls,NY 12839 Fort Edward,NY 12828 Syracuse,NY 13202
311.5-1-3 304.17-1-1 304.17-1-2
Willig,Michael J Minor Properties Inc Sertdal,Yunus
115-River St 126 River St 124 River St
Hudson Falls,NY 12839 Hudson Falls,NY 12839 Hudson Falls,NY 12839
304.17-1-3 304.17-1-4 304.17-1-5
Tanner,CeCelia M- Gates,Carol J Sawyer,Robert
12 Lynn Ave 118 River St 116 River St
Queensbury,NY 12804 Hudson Falls,NY 12839 Hudson Falls,NY 12839
304.17-1-6 304.17-1-7 304.17-1-8
Sipowicz,Shirley H Stay,Kathleen H Hart,Bobbi Lynn
3 Warren St 5 Warren St 7 Warren St
Hudson Falls,NY 12839 Hudson Falls,NY 12839 Hudson Falls,NY 12839
304.17-1-9 304.17-1-10 304.17-1-11
Whitney,Robert Dumas,Raymond A Walkup,Frederick
.8007 State Route 40 11 Warren St 13 Warren St
Hartford,NY 12838 Hudson Falls,NY 12839 Hudson Falls,NY 12839
Section 11:
AUTHORIZATION AND SIGNATURE PAGE l
This page includes the.Authorization to Act as Agent form',:engineering fee disclosure,authorization for site
visits,other permit responsibilities and.agreement to provide documentation required. i
Complete-the following if the OWNER is using an Agent:
- I
Owner's Name: Peter E. Miller
I
Designates: JARRETT Engineers; RLLC as agent regarding the SepticWriance for
Site Address: 119-121 River Si:
Tax Map.,#: 311.5-1-5
Engineering Fee Disclosure:Applications maybe referred to the Town consulting engineer for review of septic
design,storm drainage;etc..as determined.by the Town Board of Health.. Fees for engineering review services
Will.be charged directly to the.applicarit:
Authorization for Site Visits: By signing'this page sand submitting the:application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health,building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
.Please Note::Othe'r permits may be required for construction or alteration at tivity-subsequent to approval by
-the Town.Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the.practice.of the Town Board of Health to have a designated
stenographer tape record the proceedings of the:meetingsresulting from;the.application;and thatthe
minutes transcribed..from those tapes constitute the official record of ailproceedings-. .If there is a discrepancy
between such record and.the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record'.
1,the undersigned, have th-oroughly read and understand the instructions for.submission;agree.to-the
submission requirements and completed checklist:
OWNER—PRINT NAME: Peter,E.,Miller
OWNER—SIGNATURE ��t' `% ( �� A DATE:
AGENT—PRINT NAME: Robert U. Holmes IL P.E. .
AGENT-SIGNATURE:. :�t`e 20 zo�8W.o7b7-04•00.
DATE; .4/28/22 .. . . .
septic Variance Application Itevised.Decediber:2021.
GENERAL NOTES:
MILLER RESIDENCE
:::AFFIAL MAGERYTAXEN FROM GOOPLE SAM.IMAGERY WE:5/12/2019.
BASE MAP DEVELOPED FROM AERIAL IMAGERY,GFE FROM AN ACTUAL SURVEY AND SHOULD BE CONSIDERED
APPROXIMATE
OUON MLTY
REPLACEMENT WASTEWATER SYSTEM MNRUUTCDNO
DF UUBTU—EOID RI FMDIELISEHCARR,I EGVP AUERNNICFIIYNE SBIUSSI�PDRUIINOGBR EMIR.HEPONEN.E—MLIEPDO DGES0F,TEUOWNER
MF..ITONMWEOAO
E INT,AWNGY 119, 119-1/2, 121 RIVER STREET ENGINEER IMMEDNTELY IF SITE CONDITIONS ARE NOT AS IFIRWED.
TOWN OF QUEENSBURY, NEW YORK
OR
I lags
QVASER BOAD DDNry HUDSON
U—HR WARRIG STREET
L
3 F.IR STREETH.—H WA—
'UFTY
"TENOCAT10— "YEN
EAREVORBA
COUNTY
Al
FALLS
GUiNo!'V
EENEIimore
0�.O'OATTION PLAN
LEGEND:
LINE TYPE
NG PER 11111—DU LINES DV1LUREG!
RGIRIFYIDAH
PHOPO�SSFF STRUCTURES/OBJECTS)THEIN
IF,:
ENORELINE/STAEAM:
SYMBOLS/ABBREVIATIONS:
GRAWFUSANITAOSAWLED ----SA-GIFIESERE—,.By 11— SA-FM NEIGHBORHOOD SETTING
REVISION INERGATOM E:EA ELF1 E.IE 0 ..GRAPHIC SCALE
50 100 2DO
TEST HOLE:0 iP
w
1ER1.`A"'LIST. 11 (IN FEETI
NOT[REFERENCE..I�HIEl.DN GANG
DEMILLIEFERFLECET—(��Dll 11B A JARRETT Engineers, PLLC NOT FOR CONSTRUCTION
SEE DIRMA11—FOR DETAII. Civil&Environmental Engineering
"'E"IN 12 EAST WASHINGTON STREET PHONE:(518)792-2907 GLENS FALLS,N.Y. 7,77G. ATTEDT0THE10WN0FQ LOUALBJARU UU iiEALIH FOR WVVAV REVBW
SECTION n SE EE-'.D- IR PRO 0 21-064 DATE REV 0 1 ISSUED/REVISIONS
IDER-1
Sept.10,2021 SUBSURFACE INVESTIGATION
witnessed/performed IJARRETT Engineers,PLLC
TEST PITS
TP NUMBER DEPTH SOIL DESCRIPTION
TP210910-01 0.19, DARK BROWN VERY FINE-FINE SIND(ORGANICTOPSOIL)
19-25' MEDIUM BROWN VERY FINE-FINESAND(FILL)
25-36" GREYCEMENTITIOIIS SLAGJCINDERS(FILL)
3651" MEDIUM BROWN VERY FINE-FINE SAND(SATURATED)
BOTTOMOFHOLE
n
GROUND WATER ENTERING HOLE @4Y
MOTTLING @3T'
NO EVIDENCE OF BEDROCK
w
TP2108S002 0-13' DARK BROWN VERY FI NE-FINE ORGANIC SANtlYTOPSOIL
Q 13-29' REDDISHBROWN FINE SANDWITH TRACE MEDIUMSAND
29-51" LIGHTBROWN FINESANDWITHSOME DARKSIRIATIONS
f fil ar a ��f rnJ t l l'! P 51" BOTTOMOF HOLEOFHANDDUG HOLE
NO EVIDENCEOF MOTTUNG,GROUND WATER,OR BEDROCK
DARK BROWN VERY FIN&FINE SANDY ORGANICTOPSOILWITH
n
Ch TP21091603 616"
ROOTTRACFS THROUGHOUT
16,25" REDDISH BROWN FINE SANDWLTHTRACE MEDIUM SAND
LIGHT BROWN VERY FINE-FINE SAND WITH SOME DARK
l➢2}9169 !, y
25-04 STRIATIONS
yy q 44" BOTTOM OF HOLE OF HAND DUG HOLE
NO EVIDENCE OF MOTTLING,GROUND WATER,OR BEDROCK
'+ PERCOLATION TESTS
PERC TEST# DEPTH SOIL DESCRIPiTON
y ,
MEDIUM-DARK BROWN VERY FINE
F
l lc;F t f PT21D910-01 2d' SAND/ORGANICTOPSOIL _r
STABILIZED PERCOLATION RATEOFIMIN 555EC
rt o' aE
y�y4"a/A�rL� P721091602 21" REDDISH BROWN FINESAND
STABILIZED PERCOLATION RATE OF I MIN 05SEC
I�Iq PT230910-03 22" REDDISH BROWN FINESAND
STABILIZED PERCOLATION RATEOF I MIN 015EC
nL,�MM1�o 1 §•
2n H '�� � v"`♦
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g PLAN:OVERALL WASTEWATER
I�=��SEE9aAPHl xA�_GRAPHIC SCALE NOT FOR CONSTRUCTION
20 0 ID 20 40 BO
—� 04/25/2022 A U I H L 1
(IN l'EEi) DATE flEV# ISSUED/REVISIONS
�S�OF NEk.YO PLAN:OVERALL WASTEWATER W
s�qq 9� WASTEWATER MANAGEMENT UPGRADE
MILLER RESIDENCE
119,119-1/2,121 RIVERSTREET
b TOWN OFOUEENSBURY,NEWYORK
s JARRETT Engineers,PLLC
H.TNOMAS JARREIT Civil&Envi---1 Engineering
P.E.#52509 12 EAST WASHINGTON STREET GLENS FAILS,N.Y
PHONE:(518)792 2901
"x o APRIL2022 PRO#21-054 SHEET:2OF8
9nSESNEET.xz�34 PtpnFA/aEh5E0.W2Ym2Y�.3n N.f
G � " Wastevasis )Design rrtdme6on
ToAnN'm."EIC tY of Que Dap of Health
f f l D 'x> lEA as neM f VARIANCE#4 BE F )f
OBACK Lf K t J Water Suaaiv
1 glad(tEl `i l9b l fFROM t Existing Municipal Weer Supply
f f 9yn Wastewater Flux
119,119-1/2 RN.Street
I tJ� "l ✓ i k�� � �/G Y 3BEekeasx 110 (poet1994wwramrixwmsregwmd)
93Ddesf9nmx
9
,2,Rr9aee rt�I" 1 J✓� {1,/ �{ 2 bedmama 110 gpdbedroom(p1st1994watar-Aarfi#umaregurred)
fa s v JIt �yd � er _
Tvtal ss glIddimi��ewe
F s i I (?J rl f f h Primary Tmalmant
ERSTRe¢T /97y &( f G 1 Septre Tank 15EJ0 gal tank required(or 5 bedmom residence
+ ,✓ (2 BED 1) J � d ;'t l , �,, l PmWded: 1500 gal dual compartrsant precsst concrete tank
JJ /% L '✓r�� +Y� f / { ✓ / / (NSFappmo &Mwe flUronoWletofdownatmamtenk)
� �It ✓lt f��ll � / � f 1 N r ,
Secordary Theatmard
m Ei Leachbg Dew,Laeth Bed
i
H. ` �/r� / (. p �l / Existing Soil Pemola6on Rate: tE mmhnoh ateUlleed mta6guam Foot
/ Saab Bad slug:
J/ Required. 559 gad * 095 9polef - 579 at
WALL(Sot oBLtiaj Y PrWded: 20 it(vidtlr) 29.9 R.(min bed length)
Pmpoese Bed Dionemb 20•male x 29'long
Effluent Doslnpl0lsfdbutron
9,l G ! ! ( ✓ '�>U,IW✓ / / Pumped Doshk;eM Panouve Detnbubon Im m se uic tank Ma pump s+Isti-
+^lk 1 iSTAT ON p5 #✓ „I f L / f ' N
I / G WASTEWATER AREA VARIANCES REpUE57TD FRGM THE TOWN OF
rO°VARIANCE#3 t m r' l •'
ROR20pTTFCS'F'� �t � y + r. / i OUEENSSURY LOCAL BOARD OF HEALTH
FROM STREAM TO' M1 ury p l -C ,J' vx3wNCBJ Rro�a P PCSED_
SEPTIC TANK 21 1 f y'� uL oo i F r t 1)HORZOf1TA1sETBAtK TROM R6AM To zary TARYSEwER FORCE MAIN
'� ✓"� ( DUNF)' / '� (CHAPTER 1361111 ARROE�SECTON 336 So,TABLE HORZONTAL SO N/A D•
✓� Y / J / 6FPARATiON D STANCESFROMW RAWATERBOURCES)
2)HOPZONTAL SETBACK FROM.—M TO PUMPSTATION(CHAPTBR 13o
PART 1,ARTICLE I,SECTON 13690 TABLE I HORILLONTIL SEPARATION SO' N/A Led'
n !!d 1, DISTANCES FROM—,WATER SOUPCES
"VARIANCE#2: L.I �,( b t
17{ Hyr'! L I SETBACK Y/ 1 3)HORZONTALSEBACKFROMSTREAMTo SEPLCTANK(Cwon ]36'7A0.T
PUMP STREAM TO N r f § dlr J 1,A CLEII,SECT N1369D,TABtf HORIzo ALSEPAP IDNDs NCES SD a• u•a°
Y STATION 14 6 Y / q / FROM WASTEWATERSOURCES)
4RHOa PONECTION 136 FROM BLDG.T0 SEPTIC A.IIP(CHAPTER IB6,PART 1,
ry
f
ITE sECio—THOTABLEf Hoa zonTAL sevAPAT ONoftaxcfz 10 �s s•
BRNOP ZONTAL 6ZTBACI r.-)Go,
DOE SEPARATION 136
4
PARTLARi Ltf il,SFCT ONIB6R0 TABLE NOR ZOIRAL SEPARATION 30 4' E.
DISTANCES FROM WASFEWATER SOUPCES)
MILE 2O—ECTBACK FROM BLDG TO LPACN BE [ PTE'R f36 ES 63/ �'�• / '�` I./' ATCLP SECTION 1369D,TABLE HOR40NTALSEPARATONDSTANCTI 2D 01,
FROM WA PEVATER60URCE5)
1
I
PLAN:WASTEWATER TAN K3 —
JYL JRHORZONECI DINB 36 DO ROM
I AM HORO LEACH NTALSEED(CHAPN R 136,DISTANCES
1, {
7 Nf ' fry J 6CALESEEGRAPHCZCALE TICIE I,SECNON1369D,TABLE HOP(PONTAL SEPAaATOx DftANCES EOB' 5 6)'6
nREAM 1HORIZT)NTAL SETBACK MwAsrEwATERsouaces) _
f�%/i�i 1 y'Mr t EROM STREAM TO GRAPHIC SCALE
rr r
Yf�� FORCE MAIN 0 f i�G s o 25 s fD a0
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PROVIDE
(INFEErI NOT FOR CONSTRUCTION
PIPE/SLEEVVES(NOIOiNi51N 5LECVFS)FORTHE r{''
SANH'APT 6EW6R FORCE MAIN He THe PPING izr'L r JFp.,
IS LDCATeDLE35 TNAN 20 fflOM Eft EAM r"� U'
SUBEITIED TO H ) YL L l AV VI
lzEeix cKENFOLrve)cns rvOFnDBTO p '�.� / Od/2Sl2022 A
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BE SEALED OU DTHf NE ! /
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/, I�l(� 1��t �✓g r .��, � ���nurvm w r °.°n° r.xe�nax xrcw
/ �DF Newr PLAN.WASTEWATER TANKS WW2
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f71
i Q Ra ,Tpr I�?ti Y��t�BI 2p WASTEWATER MANAGEMENT UPGRADE
f 1
MILLER RESIDENCE
V{ 1 119 119-112 1
121 RIVER STREET
PROPOSED SED E '~) Y� A. LI Irr f,.'✓YG 6 };+
I�;r ,uf P���✓7�a jY( �I kFi" ^R �49'+ g TOWN OF OUE[N9BURY,NEW YORK
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H.TR JA OMAS
PE./l5/S09 09 12 FAST WASHINGTON STREET
GLENS FALLS,N.Y.
✓ I 1 - ( W !'? y 'd y CppmO Ye PHONE:(518)192-290>
9
nPRL2022 PRO 821-PIT SHEET.sope
ED/nEVI6fn:aAns�,a.B.9Dun
LEACHING SYSTEM INS_TALL_A_T10_N:
t.
ACHI MEC."E STANDARDS
ANCE WIFH ASiM i48l,NYSDOH,NYSOEC,AND OTHER APPLICABLE
STANDARDS UNLESS OTHERWISE DIRECTED HEREON.
U.ALL TREES SHALL BE CUT AT GRADE;6TUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED ONLY IF
REDO REO FOR
SHE PREPARATION REMOVE ALL OTHER VEGETATION WITHIN FOOTPR Nr'OF LEACH NG SYSTEM
4 Y,�N y'p ��� h VARIANCE p7 NEI ll yq, cDNrRAcroR TO E%PO SE HACHw6 srsifM Fo01PRINT FOR EXAMINATION BY ENGINEER
Lty "I'�Z. HORFROM STREM��OL ( »-1 Li.LFACFBxG srsrEM(sI SMALL BE INSTALLED TO(RELATIVE)ELEVATIONG SHOWN,AND ELEWNWE OF E%sr NG GRADE
AND STE FEATURES'"' DOCUMENTED PRIOR TOSTAIL OF CONSTAURON
I LEACH BED:67 ftl NE) Kra-DE, �/r M,ALL MATERIAL,F REO LEACHING SYSTEMS).SHALL BE CLEAN GRANULAR SOIL(SAND UK SILTY 5'AND
(SEE DRAWING'W W2' s ED ✓1f MEErIrvG UNIFIED ED sG s o s sM ^sw,OR•svr I DEVOID of uaGE srorv[s,Cl-,ORGAN]C DUFF,D
FOR VARIANCE TABLE) „ � NONSOiI COMPONENTS(DE S .) ERCOIA. WE(S)ON E(S)OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR N
DETAIS LA PERCOTON PATE(5)TO BE VERIFIED PRIOR TO NSALWON OF LEACHING DMCE,BY A QUAUB EU
INDEPENDENT PARTY SOIL SC E'EFFIN OR PROFESSIONAL SOIS ENGINES),OR AS APPROVED BY ENGfxEER.PPRC
TESTS SHALL BE CONDUCTED N BURROW PR PRIOR TO HAUL ANDWITHNFRLCOMPAMED NPCAC£ATSRE SUBMIT
VARIANCE N6 »r WE
TTEN RESULTSTO OWNERAND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HANLNG.
}HORIZOOT9170•FCR L.
FROM BLDG.TO':.; 2 IOU1'"q NDPE SDR 36 ON TIREA THOROUGHLY<OMPAREDM SIX INCH WETS.THE FILL SHALL BE GRADED TO THE LIMITS
LEACH BED:6'-3 Wip v mAIry FaOm s
MPRATION L6.PE RFORMEO(INA«ORDANCE WRN NYSDOH STANDAADS)IN PLACE IN LEACHING
(SEE DRAWING"WW2" N.PPERCOLANON TESTIS)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE
FOR VARIANCE TABLE) FRfqufxCv sPfcF ED ON THE PUN ANn/oA SECTION FALING TESTS SHALL REQUIRE'ADDITIONAL TESTS EVERY MOM
.R YF,ureprvS)LlI AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOL ARE DENTFED CAN
SUL SHALL BE REMOVED
j AND REPLACED WITH COMPLIANT SOIL
SOf LT.IN NO WE 5HALL WHEELED EMU PMENT,EXCEPT PLOWS WHERE REQU RED BE ALLOWED DIRECTLY ON THE SOIL
WITHIN THE lFA[HIED AREA FOOTPRINT.(NO RURBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE
HFApERM10 AREA),TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION,AND WHERE FILL
WASFEWIA SE T REQU REDI SHAH BE DUMPEDAREA,AND PUSHED N PLACE AHEAD OF
AT THE EWE OF THE(EACH NG AR OF
THE EQU PMENT;TRACKED EQUIPMENT SMALL BEAR DIRECTLY ON 32"MINIMUM OF FILL MATERIAL AND NOT ON
PH. Y MIN.30'i0 NATNE SOIL.
(>UNR6I G PLUSI A ED m.INSTALL LEACHING SV$TFM COMPONENTS,INCLUDING CHAMBER UNITS WHERE APPLICABLE,PER MANUFACTURERS
F EaP51 )! HIMETCDT NE) RECOMMENDATIONS UNLESS OT ISW SE DIRECTED HEREON.VERIFY THAT SYSTEM IS AT CORRECT ELEVANON(5)
5.' USNGAI£VEL,TRANS?OR LASER.
rb IS,SEOUENCE OF
E NYSE •qU[K4 EQUAL 2f0.36' C
FIND PILL
RAONROOVNROY BSEAABOLOLOY WWST H PERCTESTS ATSOURCE
1 N LTMTION CHAMBf0.6Y
(BEUALENGTHI INF AT O ALL TREES SHALL BE CUT AT GRADE STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED
;¢ p', (,� WD TrP LTR NSTSTEM5,NC", ONLY IFRE MIRED FOR SITE PREPARATION,
REMOVE TOPSOIL ONLY IF SUBGRADE OF NEW SYSTEMS BELOW EXISTING GRADE;IF T'OP50 L N REMOVED,
yyfl b�f Fw` 5TOCKPLEFORREPLACEMENTGNT'HEFNSHEDSYSTEm
rf4B 'lr +'� Y %fAVATE TO GENCHO 9UBORADB(FN FOR 65ARVI,EXAMINE SUSLAOE FOR POOR(SLOWLY PERMEASLEI SOLS,
BEDROCY,DELETERIOUS MATERNIFO FOOTPRINT,
AX ETC.REMOVE DELETERIOUS MATERIAL,INCLUDING SLOWLY
•PERMEABLE SO LS WITHIN SYSTEM F00mRIM,ASORECTED BYENG ENGINEER.
T DSTA BUTTON .SCAR FY SO GRADE;CHECK FOR AND REMOVE SMEARING AS REQURE'D PRIOR TO PLACEMENT OF SPECIFIED
(Ir WO ^ WD J GRANULAR FILL.ALSO,RAKE THE LEACH NG AREA JUST PRIOR 20 RLACEMEM OF THE LEACH N6 DEVICE,
INCLODINGUNDERCHAPABEPST0600REN COMPACT ON DUE TOroOTTBAFfC
P y ++ •PLACE AND COMPACT SYSTEM F LL IMMEDIATELY AFTER SUBGRADE NAS BEEN PREPARED AND APPROVED,TO
REQU RED EIEVAT ON. -
^ PERFORM PFRCOIATIONTESTQ IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE.
NG DEVICE TOGMDESAND N CONFIGURATION SHOWN ON PLANS/SECTIONS.
VARIANCES: BFc3 ro BA nlenNT •BACKFUAflauNDaNDABovETHELEACH rvG Dfv cE.WIN SoIs°faFED ON PUNS,-BE SMD.BE TAKEN To
HORIZON B 1kP9 Y COMPACT Sot N ACCORDANCE WIH MAxufacruRERs RECOMMErvonr Dxs sO THAT IHExE wu Al ND
DAMAGE OR DISfluenON OF LEACHING SYSTEM DEVICE OR SUBGRADE so LS
CRAW N THE FILL TO GRAIN,AND INSTALL THE RESERVED NAT VE TOPSOIL,AND/oR A CLAYEY LOAM OR SILTY
(SEE DRAWING WW2' r,r. ' P.Y TO AM TOPSOIL.LAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT OTrLE INFB.TR C'F-OF
FOR VARIANCETABLE)t N ,.' B } MLT eoRT"ENOCAP PRECPaNTON)
/ j (BEDW ) D RY Nf tTgA05r5TEM5,NC" •SEE
D/PIAM,AND THEN MULCH,HERE SYSTEM MAMAIN UNTIL GROWTH SESTABLISHED.
AA /
I' t
? yF
Idx " =,,; ' ,t,�'�' -_.✓p".?(�n .P :l ��t .:1,�rii�+ ,.,. d
n PLAN:WASTEWATER LEACHING SYSTEM
ALESEEGRA°HICSALL GRAPHIC SCALE NOT FOR CONSTRUCTION
5 0 2.5 5 10 20
fM/252U22 A M L
(IN FEET) DATE REV# ISSUED/REVISIONS
*-"n
PLAN:WASTEWATER LEACHING SYSTEM WW3
WASTEWATER MANAGEMENT UPGRADE
MILLER RESIDENCE
119,119-1/2,121 RIVER STREET
TOWN OF OUEENSSURY,NEW YORK
JARRETT Engineers,PLLC
--------- Civil&Environmental ENgi—BrOg
li TPE,#S7509 T
P.F..#SIS09 12 EAST WASHINGTON STREET GLENS FALLS.NV.
PHONE:(519)AM 2907
ur. APRI-2022 PRO#21.064 SHEET:R OF
BA5E6'.I.n zee 3a
GENERAL WASTEWATER NOTES
Gl CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEMISE ETC.SHALL BE IN CONFORMANCE WITH
APPLICABLE NYSREC,NYS DEPT.OF HEALTH,AND RT-FOUMN/TOWN STANDARDS,AS WELL AS DETAILS/SPECS ON
THESE DOCUMENTS.CON FUCTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION,
G2INSTALIATtON OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(PLOT RSF NO KITCHEN GARBAGE
GRINDERS,OR SPM/HOT TUBS ARE TO BE CONNECTED MTHE WASTEWATER DISPOSAL.SYSTEM.
PIPING
P 1)ATGRAVOY SEWER PIPE B FERINGSSHAN BE PVC SCR 260R 35(SEE PLANS),AST.D3034;OR HFUESDR 17,AST.
D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM C20U,UNI-BELL"HANDBOOK OF PVC PIPE,DESIGN,ANU
ZO'BED WIO N INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS,
INC.GRADE UMFFS OF LEACH SIR SOILRfMtlVED FOR INSTAIIATiONOF P2)GRAVITY SEWER PIPEJDIMS TO BE BELL SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT
(SHO\'EN SCHEN,AUCAILY (SEE LEACHING L LATEEALSTOBESTOCKPILED EIHDDl MUL[XALL PST GRAVITY SEWER SHALL BE INSTALLED ATSTMIGHF&COMINUOUS GRADE BETWEEN STRUCTURES(LE..NO LOW OR
SYSTEM PLAN) TOR REDSELATERASSYSTEM FILL FILLEDANODISTUABEO AREAS) HIGH POIN'IS),UNLESSOTHFBWI5E MAERFD HEREON OR 81 ENGINEER,GRAVITY SEWER SHALLBE LAID ATTHE
SvSifM FILLTAPf0.: UM GRADES UNLESSOTHERWISE DIRECFEUONPUNS:PAW SFWAGE:4"@ 2%,6"@]%;SETRED
3'N MA%,:I'V NG MINIM
DE(EFFLUENAllT):4"ANO6'@0.5%2.All SfWERSHALL BELEAKAGETESTEDBYANYSOEC APPROVEDMEIHOD.
+„ •, :••,., .:, _— SHWING;FORCE AI D10B OR INSIM,300 PSI MIN PRESSURE RATING;MAN PVC,ASTM URERS 241,
IS PSI
•. , +':: +:+ "! — _ SURE WING; MAWT08E IN SHALL B PER ASTM DYOR PIPE... _ MINCPRES. AID
•••V ++""_' '_ _ _'' J•^":_" _ x"",E�_• __ —_ FOCOMMENTO111111U1E TMIN ESTED RING55HALL BE RESTRAINEDNEDOR THRUST BLOCKED TO PREVENT MOVEMENT.
�I � —`— FORCE MAIN T08f PRESSURE TESTED BYANviDE<PPPROVED METHOD.
r"+ P51 HOPE PIPE AND FFRINGS ARETO BE JOINED BY THE BUTT(HEAT)FUSION PROCESS,AND JOINING EQUIPMENT SHOULD
ON Fm NGS MAY BE U5E0
ROPERLY EXECUTED ELfCTRU FVS• E MP.fib d" f_ y,f,fy NFL i ()••' ,4i yyX l} AC
ASAPPROVEOBYTHE MANUFACTELDINP
EXTRUSION WELDING OR NOT GAS WELDING OF NDPE P P NG SHOULD NOT BE USED FOR APPL CATIONS WME0.E SNFA0.
- ql'NV.TOE CNAMBER(S)TOBE OR STRU<IURALSTRENGTHSMPORTANT MfCHAN CALJO NT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS,
0v10 \ SLO ORAIMALGRGIZAT TRANSTONSFRNGS,AND SOME MECHANICAL COUPLNGS MAY BE USED TO MECHANICALLY CONNECT HOPE PIPE.
TP2.G LT9 \ �\��j tFACH NG BELOW EIRGNALGRAOE AT
_ LOW END OF SYSTEM REFER TO MANUFACTURES RECOMMENDAT ON5
_'O.C., (BACY,GItOUf D) IN. FORE000NU1 FLOW EQUALIZATIONPIPING (IYP.)AL PRESSURE DOSING PIPE
PB)SCFACE.PIPE AND FMINGS ARETO 0EJ01NED BYA SOLVENT WUDPROCESS,OR OPHE'RAPPROVED METHOD,IN
(W P.) BETWEEN LORTHES IATERALS, PIPE SUPPORT,(tYP.) ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICAL MINE ADAPTER,FLANGES,UNIONS,
+HILL M EYE.(SEE LEACHING'SYSTEM PLAN) (SEE LEACHING SYSTEM PLAN) GROOVED COUPLERS,TRANSITION THINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY
11 CONNECT 5[IT 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
Pa)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENOING PIPE ON A SMOOTH CUBIC,AS
ECTUMMENCED RY THE MANUFACTURER.
AA SECTION THROUGH WASTEWATER LEACHING SYSTEM
uALE:HIS
DISTRIBUTION TEST TEE:
INSTALL RISER PIPE TO 24-ABOVE DISTRIBUTION PIPING FOR
EST;ENGINEER TO WITNESS.AFTER TESTING OF
ALS,LATERMEOPIPETOBECTIOREENO DEANDA
SCREW CAP AFFIXED TO ALLOW FOR LONG TERM MONITORING
"QUICK 4 EQUALIZER 36"
UACH ORr .EQH,,V"HrHAMBEAS ARCHING NOT FOR CONSTRUCTION
CHAMBERS BY"INFIU'NAT ICA
ENOE END CHAMBERS
BYI PVCLATEMLOATERILTION PIPING
PVC DISTAL ENO PVC DISTRIBUTION MANIFOLD "ED TO THE 7 OWN OF OBY L. 1. H I
MANIFOLD 53 ACTUAL TH25/2022 A
'UP
)-4H"EFFECTIVE—�{ 1-1/2°0 HEN FROM PUMP STATION
DATE REV# ISSUED/REVISIONS
CONNECTING EACH LATERAL
PRESSURE AT OWN ENDSOIKCONNECf
wrcv murm,ruramx wv ae a ,rive .
DOSIIN� P TSl
RT 4'SSPACINGMIN AT BOTTOM 4�GeNeWY+°N DETAILS:WASTEWATER M Wp,
OPRO
�PrvFILTAaroR• Y Sp4"oRlFlcfssHALLeE DRILLED Ar2'z
aR FQUIvnLENr RECOMMENDED SPACING,STARTING 4'FROM EACH END. * S�g99'f• WASTEWATER MANAGEMENT UPGRADE
ONEO NEAR THE CENTER,SHALL MILLER RESIDENCE
RIHCE.
oinPI(LED AT 60'CLOCKTU DRHIN C
IOMR BETWEEN CYCLES,WITH THE N� tE K 119,11 QUE1?.1 RIVERSTREET
REMAINDER STLEDAT 12 WCTOCO /� TOWN OF OUF.ENSBURY,NEW YORK
PROVIDESPLASNPADFOR60'CLOCK 0.6h�''
HRT EN5.ALL ORIFICES TO BE DESURRS.
>fE;Rs •4 JARRETT Engineers,PLLC
LEACHING CHAMBER DETAIL-PRESSURE DISTRIBUTION Rafio6W5;inPPF.Tr Cioif&E-t—PORRHI engineering
LEACHINGICHAMBE _
---------------- H P E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y
WD� SCALE:N.T.S. PHONE:(518)792-2907
u+ APRIL2022 PRO#21-W SHEET:5 OF
OrTEO/pEVISEO:Onrz5R0229:Sow4
TANKS/STRUCTURES CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) -
T-17 PREC4ST 5TRU RESSHALL BE A55UPPLIEDBYFORT MILIEft CO.,INCOR EOUIVAUNi.BEFERENCESTOHEAVYOUTY PRIOR TO FACKFULING OF IFLACHING CHAMBERS AND MANIFOLD PIPING,ENGINEER TO OBSERVE EKPOSEO CHAMBERS
REFER TO FORT MILLED CO.DESIGNS FOR H 20 TRAFFIC LOADING.NUPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR AND MANIFOLD PIPING,
WATERIECHNOLOGY,IU,GGOUSAPPPDVM GGIRWTENT. INSPECTION PRIOR TO START-UP(WALK THRU WITH ENGINEER;CONTACT
1-2)TANKS/STRUCTURE5 INSTALLED IN TRAFFIC AREAS SHAD.BE HEAVY DUTY CONSTRUETION(DESIGNED FOR(H-m) ENGINEER TO SCHEDULE)
DING). PUMP EFFLUENT PUMPS E FUNCTIONING PROPERLY DR.OPERATIONAL AND ALTERNATNG DUTY
T LDTHELOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY ISELIUMION OF PERMANENT MARI(ER(S7 'MM M AP.
OUSSURIE0 COVEMBI,AND MAMORMISIT TPL`M PERMANENT FEATURES,I'D SHOWN ON(RECORDI OPERATION,MAINTENANCE AND ANNUAL INSPECTION
WATERTIGHTIOINTS(TYP.) WATERT—DANHOLFFPAME&COVER; L4 GS(SEEGEOWSEASONAL
SYRACUSECASTINGs pssozoR EnurvnLENr; TAI ALaA ANKs SET eELow SEASONALLY HIGH Ga¢urvOwAifa FLevA'n¢NS SHALL BEANCHORED AGAINST PossleLe RECOMMENDATIONS
FINISNEtlGRADE GRADETOORANAWAYFFOM COVER ILO,,ONU.SING)IEAWDUWANUWITli6'Ex ENDMIWERGAt BMESORBYANALTERNOIVEMETHOD
PERM ADNV APPPOVEOBYENGIS S PREVENTION:
USE WATER EFFICIENTLY,ENC[s6 WATER use CAN WERLO ASVSiEM.
A 0.0 PRECAST CONCRETE AD
--) 2 r— ERAS 0.E¢'D TS)TANKS/STROCTUPESSHA 1 BE KRNSEALE11 ORWNTWOS, UOR SHALL AS APPROVED NTIORMTS BY ENGINEER.TIT ANKSTO 1.WALL
OENt1ftATONSSNALl OE KOR-N-SEAL,Oft OTHERWISE WATERTGMAS APPROVED BY ENGINEER.TANKS TO BE 2.NWNDDP BUILDING F4CTURES ANUPLUMBING FOfl LEAKS.
30R_,N_T 11 NAIN.) EFFLUENT"MAGSTER, TOMEDWATERTIGNTBY METHOD APPROVED BY LNGINEUG ERINUSTO WITNESS), 3.NOT DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS RE.:PAI NY,PAINTTHINNER,
AS SHOWN ON SYSTEM PLAN' r, __ SHOWN ON PLAN I e)CONTRACTOR TO"YEALTANKS/STRUCTURES 10(RELATIVE)EUVATorvS SHOw,U0uMMFETVATIONS OF PETROLEUM PRODUCTS,PERTICIDES,ANTIFREEZE,PLC.)
TINDG FEATURES PRIOPTO START OF CONSTRUCTION. 4.DONT FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCTS,CONDOMS,DIAPERS,COTTON SWABS,UNUSED
INLET B _ OUTURE T2)SE NTEFFLUEM FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE MEDICATIONS,CIGARETTE BUNTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AID WHEN KITCHEN AND
NON SHRINK GROUTSYSTEM,MR SEPNCIANKSPLUMBEDIRN SF.PIEDSUHEEFUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE BATHROOM ITEMSHATCAN CLOG AND POTENTIALLY DAMAGE UPNCSYSUMS COMPONENTS.
A SANITARY TEf S MAN DOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OVER ESTER FOR MAINTENANCE ACCESS,AND 5.WNW DRIVE OR PARK VEHICLES ON A LEACHINGSYSTE'M.
L PERM ANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY 6.ONlYPUNT NONWOOOY VEGETATION OVER/NGRYOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS,
NATIVE BACKHR, NLT A OWNER.
THOROUGHLY COMPACTED\ F`POLYIAOVLDf2FFLOVµNi VEGETATIVE GWV7 SHOULD NOT BE M10WE0 TO BECOME OVERGROWN.
1 QUry"M) SEPTIC TANKS:H
SEPTICFORT MIIIEQRUPVECAM ANNUALLY INSPECT TANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION TANK ORE _6••(PRO.) ]NOTED)
ON(CORKER PROBtFMSIF
]2"(MIN.) T ANNUAL INSPECTION OF TROUTO DETERMINE SCUM AND SLUDGE ACCUMULATION,SEPTIC TANKS MUSTS E PUMPED
OF W
PROVIDE EMEND OWE FOR SANITARY
TEE OR BOTTOM OFHE SCUM GE IS WIT INWITHINx LE BAFFLE
TOPTopEN INCHES OF THE BOTTOM OF HE OUi�FT BAFFLE OR
ORE14uOTAALFIIOT PURPOS RYTEEE(MONfTOR ALMS FORFUTURE BCHEDULINGOF INSPECTIONS AND PUMP OUT).
IV
3. IUALLY INSPECT FILTER EFFLUENT FILTERS FILTER SHOULD BE ttEANED EVERY TIME THE TANK IS INSPECTED.
PRIBSTRE RS(OR PROVIDE AN AT'GPADE AC{,E55 COVER).
CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL b.iLiEMOTVEOTANKCOV[PGANDPUMP TANNTIFNECESSARY
NOT USE HOUSE.PLUMBING WHEN CLEANING FILTER
/ 1 \SEPTIC TANK DETAIL 4 PULL FILTER OUT OF HOUSING
O SEPTICTANK
D 'I'0`C"I F.INSERT 11RTI
BACK INTO HOUSING PROPERL'ANGOF AwD COMPLETELY INSERTED.
PUMP STATION:
NOTED)
2.
INSPECT TANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATON(CORRECT IF PROBLEMS
2.INSPECT CARBON FILTER IN VENT,IF PRESENT,FOR REPLACEMENT(REPLACE AT INERVALS M PREVENT ODORS).
3.CHECK PUMPOPERMIN.(DO HEY BOTH OPERATE AND ALTERNATE I—IN CYCLES).
.INSPECT FLOATS MR DEBRIS AID CORD TANGLES.VERIFY THAT FLOATS ARE SET TO APPROPRIATE ELEVATIONS TO
.�SDFR DPAPIN BA�TNO ENSURETNAT THEYA EECYEAR AND FLOWING FREELY.
6.VERIFY ALARMS. '
A THE PUMP ANDAM N PAILO,MRRANiEES AND SYSTEM OPERATION GUIDELINES IN A PROT UNVE COVERING NEAR
MOUND TO SHED WATEIX UNLESS UNDF0.
LU
POAUWAYO RPHOLSOAOSAND
KWAYS TO ORIGINALCONONION: LEACHING SYSTEM:
TOPSOIL SEED 0 MULCH NON PAVEDAPEAS 1,INSPECTAMUND SYSTEM FOR EFFLUENT BREAKOUTS OR EVIDENCE OF WATER FLOWING AT GRADE.BF WATER IS
� NOTED HAVE N TESTED FOR BARERU�CONT ENT).
2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED.
\\ NATIVE SOMA IL BACKFILLI£SS
/ V \ 1.E I.SANOIHIT PR,COMPOUSI _ ___ 3.PREVENT DEEP FOOTED VEGETATONGROWTH ON SYSTEM.
INTAPELMARKER SET ut// i085%MODE ED PROCTOR OUTSIDE ,ITT( IICTIPIG✓LD 41
TAPE]e"DEEP \ \ POADWAGAGW MODE fDPROCTOR � 2"� .NSPERANO MNNTAIN UPIANDPUNOFFDVEPSIONSWAIES MOUND SYSTEM.
�\ ;�� /�j/Z WrtN NR0A0WAV5
SAN01106%PASS NG
MAxiMUM lOK PASS NG 20DLIEVE1
)'^ MIN.20' �i
MIN.]•6•
_ __ _
IN(E"IF
PMF1) \ 'h i ����\ POCK BELOW) 31/2"O HOPE SOPU G 0 HDPE OR PVC PDR 2G THCKIRAWRAP
(SEE PLAN FOR SHE / ` m`" SANHARY FORCE MAIN E CALLS—NEPPE NSULATON
/\
MIN NOT FOR CONSTRUCTION
118URNt DEPTH SEWER:4'O"MIN.COVER:WATfR:6'.4"MIN.COVER. BB
III WATER LNES'INA'IIMete OEPII-RROVIDES I III IDN1,�R-AND S•�s•COVER, DETAIL:STREAM CROSSING�.._......UTS,_.._...........................................----------. L L
RRU
VIDE LESSTOAM NSUMTIONOVERACT/ORNEER FO ARDSFAVAILABLE DEPTH SUIE.N.T.S. U4I252U22 A
PROVIDES LESSTNAN 3'�0"COVER,CONTACT ENGINEER FORASSISTANCE.
BIER BE LINES:IF AVAILABLE DEPTH PROVIDES SEIWUN 2'-0'AND 4-l"COVER, DATE REVk ISSUED/REVISIONS
PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE,IF AVAILABLE DEPH
PROVIDES LESSTHAN 2'0"COVED,REFER TO'OMUCKY PIPE IINTALLATION'DETAIL
BE PLACED
PLACEDII APROTECTvc CAALNG(s�.CDVER CANNOT BE ACHIEVED,PiPEIs)SHDDID *",i,
DETAILS:WASTEWATERWD2
WASTEWATER MANAGEMENT UPGRADE
MILLER RESIDENCE
��PIPE TRENCH:WATER&SEWER LINES 119,119-i/2,121 RIVER STREET
TOWN OF QUEENSBURY,NEWYORK
WD LE N.T.S. JARRETT Engineers, PLLC
H.THOMAS JARRETi Civil&EGUvGRmentGI Engineering
P E.#61609 12 EAST WASHINGTON STREET GLENS FALLS,N.Y.
CLAMO N P LILD PHONE.(518)192-29U7
ue1 APPoL2022 PRO R`21_N6A SHEET:SOF6
COORDINATE LOun.N PUMP STATION SPECIFICATIONS E ECTRICALSPECR CAU-,(CONTINUED)
wnH owrvER
PUMP$ (9)PROVIDE iF0.MINATI0N5IN WEi WELL JUNCTION BO%PEft MANUFALTURfR'S INSTRUCTIONS.
(1)INSFALt PUMP PEP MANUFACTURERS PECOMMENOATIONS. (.1D)BOND CABLE GROUND TO PUMP HOUSING AND IFAP11111E,THE GUIDE 111,
AIAPM .ONTxOL __— (SS)ALLWORKMUSTCONFORM TO THE IATESTEDITIONOFTHE NATIONAL ELECTRIC CODE AND ANY
INSTALL PUMP UNDERCOVER TO FACILITATE 121 EN(.INEERTO WITNEti50PERATIUN OF PUMP STATIONS UPON COMPLETION. STATE i vn— NF i EASY REMOVAL AND INSTALL JUNCTION BOX IS SIMPLEXELIBMER.EIBLEEFPLUENT PUMP,10,.1.1SVOR 230VTO MATCH POWERSUPPLY. 2:,CON BLELOCALOR OMIN ALLR
_____ _J WRXIN REACH Oi COVER FOR MAINTENANCE I]2)CONTRACTOfl SHAtt OBTAIN ALL REQUIRED PERMITS AT THEIR E%PENSE.
PURPOSES. I4)SU11D5 HANOUNG. 03)PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE ATCOMPLETION OF
10 POWER(SOURCE PER OWNER) Isj LIBE-2B0 SERIES,L/2 HP. WORK.
BEH TEST PUMPS FOLLOWING INSTALLATION;MEASURE DISCHARGE RATE DURINGTFSTANDAOJUSTTHROTTLING i0 0)PERFORMAtt TESISTOVERIFYTHAT THE—REINSTALLATION 15 FUNCfIONINGAS REQUIRED.
IUNCTON Box (NOPMAMYClO5ED) IEVE 30T 35 GPM DISCHARGE RATE,MARK VAWE OPMATORIS)AT THIS POSITION.
ORGINTPUMP DOSING INFORMATION; PI(1)NPUMP G.
SCHEDULE etl pV�IPIry tA
TOTAL DAILY DESIGN FlOW:330 GPDLIME 3±DOS RYCL11)PER DaY 127INLET FROM SEPTICTANK c TO LEACHING SYSTEM SIRGPD/S±DOSES PER DAY=66f GAL1-11 EHUMGF CHEI VCBALLLINE.
/THROTTLING-BALL VALVE-PVC
FORCE MANVOLUME:
1 1/2"GORGE MAM=0.09 GALIR v 125 FT±-1125 GAL OR 13t.GAL. STRUCTURES
TOTAL DOSE VOLUME: (])HEAVY DOZY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING,UNLESS OTHERWISE NOTED,SHALL BE PRECAST
TOTAL DOSE FROM PUMP STATION(INCLUDING FILLING OF FORCE MAIN) CONCRETE STRUCTURES BY FORT MILLER CO.INC.OR APPROVED EQUIVALENT.(WALL PENETRATIONS FOR PIPE AND CONDUIT
_)8 GAL-]e GAL/CYCLE IDOSE VOLUME) WO SHAINK GROUT(OR OTHER APPROVED METHOD,I.E.XOR N-SEAL BOOT),
80 GAL/CYCLEAL SEALPIPETO SLEEVEWRHWATERTIGHTLELA OMERICMATERNL).
CONTROL 8 ALARM PAGIMI) k)THERMOPLA51'IC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS DEMONSTRATED BY THE MANUFACTURER
(11 INSTALL CONTROLS PER MANUFACTURERS RECUMMENDATIUNS. AN O AS APPROVED BY THE ENGINEER.
(21 ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. H)TANKS SERVING AS PUMP STATION WET WELLS,AN D ALL CONNECTIONS[HERE SHALL BE TESTED AT WATER TIGHT;
TEST MEMODTO BE APPROVED BY ENGINEER.
(3)SIMPLE%CONTROLLER AND ALARM;MODEL LEI BT US RHOMBUS,OR EQUIVALENT;IF ANABAME INCLUDE VUMP
SEAL FAILURE ALARM;ENCLOSURE 1YPE DICTATED BY LOCATION.
M DOSING:TREATMENTSYSTEM SHALL BE DOSED AS INDICATED IN THE'DESIGN INFORMATI—ON THESE
DRAWINGS".
(4)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM.
(5)HOA SWITCH,WHO RUN LIGHT ON PANEL DOOR FOR PUMP.
(6)VISUALANOADDIOALARMS.
NEW 3-(MIN.)DIAMETER VENT PIPING (]I ALARM RESET AND TEST BUTTONS ON DOOR
IVENT PIPING TO BE POUTED UP (RI LOCATE AS DIRECTED BY OWNER.
W TIGHT FRAMES EXTERIOR OF RESIDENCE TO MATCH
EANN COVfFIX RS PPEARENC10 F ROOF LEADER URAIN P (9)FLOAT LEVELSWRCHES FOR PUMP AND AIAAM CONTROL REQUIRED.
UST IRON BY VENT PIPETO BF TERMINATED 30"MIN�PE
YRMUSE—INGS ABOVE ROOF LINES;PROVIDE APPROVED PI WATER SUPPLY SHUTOFF AT HIGH WATER MYEL(SOLENOID OR ELECTRICAL RELAY).
BETS 0R EQUIVALENT, UnRBON 11111 N ERT
OR APPROVED RISER, FLECTIRRALSPEONCATIONS
FRAME,ANDCOVER --
SYSTEM,TYP.
R(SHED GRADE;MADE
TO GRATIN AWAY FROM <OM POWER
CXCOVEAS HEAVY DOW POI.—OR MINDESS STEEL ',
AT
AC
IN.24 LIFY OIR COAD5L4 REQLD)ATTA<HEDTO STurvtE55
PRE CAT RISERS M STEEL EYFLET ANCHORED IN CONCRETE
(HEIGHT
AS NEEDED) _ (TMP1 — IS)121I31 Isl BSU7) ----�
UX.HIXEVEL ALADIA NEW RELAY
UIO N BOX IN CONTROL PANE')
WATERTIGHT
OINTS(TT'P.1 181 I,
2 PAULMALVAE
NND
L1
i eaw
INUETFROMEEPTICTANK — THROTTLING F '� WATER PUMP
2NDAIARM&WATER SUPPLY SHIfTUFF 2 CHECK VALVE A SEPTIC EFFLUENT PC., L::- R30 VAC,IPH)
TANK srAnDN IBIUo)
MM ON
SUBMERSIBLE EFFLUENT PUMP
PUMP ON T'PIPING (1)PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARM SURGE ARRESTER SMALL BE A
PUMP
OPERATINGRAl LL1/4"OORIFICE TO LEACHING SYSTEM— SQUARE D CATALOG USMA1175 OR EQUIVALENT AND WELL FOR240/120 VAC,SINGLE PHASE SERVICE.
MP FLOAT MVRTWITCUPE P REQ'D) /.,/\�5+1 BAG TO WFT WILL B' P\\\ , y.t/2'FOACE MAIN 12)IFPAN11 MRD iSNOTGROUNDED,PROVI0EAg4AWGCOPPERGROUND CONDUCTOR F0.0MTNEPANftBOANb
TO A5/e'%e'COPPSCUMS TEELGRMND ROD AND BONDED TO THE WATER SERVICE PIPING.
PO)FOR SIMPLE%PUMP,PROVIDE 1 1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS)BREAKER(PUMP
��. POWER)AND
IPOI.E]SAMPCIRCUITBREAKER(COMROLPOWER)INPANE{BOARD.IFNOEPACE IS AVNIABLE IN
PUMP$TATIONWETWEU: //\\ /\\�/v/> PANELBOARD,VROVIbE A LOADCE'NTEA ISOUARE'D TYPE OO OR EOUIVMCNEM ADJACENT TO ME PANELBOARD.THE
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SEPTIC TA f�\///\/\//\////� �/\//`//\//\/!�//\�\/\// \'/\'�\" CIRCURBREDMTHDESCRIBEOABOVE.PROVIDEATAPCONSI5TINGOF12r GND)CONDUCTORS FROM THE NOT FOR CONSTRUCTION
\/\ PANELBOARDTOTNf LUGS ONTNE LOAUCENT[R
AKERS
SIMIIAR,BT FORT MILLS,CA,INI \r/ \ \li`\ C\/ U\\/�
oR1Q01VALLN NOTE:IF ALTERNATIVE 'vv v'vv'v/v v'v/yv;v!.<v�„v v;v v v
TANK MANUFACTURER AND/OR \ \/\ \�\'� ''�'/�/ I40 AM ELM
.RICAL CONDUCTORS ARE.TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH
¢1P0.ovID1D,VERIFY PUMP MP O4/25I2022 A
SETTINGS WITH ENGINEER) NOTES: S50 PROVIDE Q2 CONDUCTORSND) FROM PUMP POWER CIRCUIT BREAKERTO CONTROL PANEL.PROVIDE(2)
1)LOCATE VA{VEOPERATOR3&JUNCTION BU%i0 NDUCTU0.FROM ONTRUI POWER<IR<UIT BAEAKERTO CONTROL PANEL.NONMETALLIC SHfAI'HED[ABLt' DATE REV# I$SUEDl REVISION$
BE READILY ACCESSIBLE THROUGH COVSKL (ROMF%)MAT REUSED.M NGIECONDUCTORSARIDGMTHEYMUSTBEINSTALLED IN EMT,
PUMP SETTINGS:(SEE PUMP 2)WAT1RSOPP TIIIIFFTOBEASnIENOIDvaufoR I6)INETALL CONTROL PANEL AND HIGRLEVELAIARMS P-1111 w11HPUMp.
STATION SECTION) cTlcv iSEE'"LER°�°sOFF.
r MRP, MPPowER, p2)IFAR1 ySCHHOTSXOTovFTXEwATERpUMPDDeTDAX1GXLEVELA RMTHENTXEFOLLOWINGSNAueE EOF"ewy DETAIL:PUMP STATION
P^u1
ZONE EPTH IN VOLUME lGAL.1 ROVIDED.PROWDf ANAL INOUSTIVALCONTROLMAYiNA NEMABENCLOSURE(SQUARE DCU3S85UTYPEXOR ySP $ U9
PQOrvALBNoI REIAy cD LSHALLeEw,TED1oRL2 VACRE'ATCQNIACT55HALLSICAMDATC—LIKGTHYAMS �, �qq WASTEWATER MANAGEMENT UPGRADE
X(NORMAL OP.PATING 93 PUMP MDT R FULL LOAD AMP RAT NG OR FOR IO AMPS FWATER PUMP CONTROL CIRCUIT CAN BE USED.LOCATE MILLER RESIDENCE
RELAY ADJACENT TOPROPER ODIABELENCLOSUPE.PROVIDE WI0.INGT0 RELAY FROM CONTROL POWER L 119119-1/2121 RIVER$IREET
Y CIRCUIT LISTED IN NOTE 3 FOR PROPER OPERATION OF RELAY.
9s �, `�' II TOWN OF OUEENSRURY,NEW YORK
Z 28 660 (8)PROVIDESBTYPETHW CONDUCTORS 12 r GND)CONDUCTORS FOR PUMP ADD(6)CONDUCFORSFORLEVR
------------------------- CO NTROLSIGNAL671NA2"SCHEDULE 4D PAC CONOVR FROM THE CON TROLPANELTOTHE WET WELL JUNCTION BOX. T�T7
C CONDONSHALt BEBURIMAMINIMUMOF24"BELOW FINISHED GRADE.TRENCH SMALL BE BACKRUMD WITH SSl�'bSa' JARRE Engineers,PLL
CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. H.TrIOMAS JARRE Civil&Environmental Engineering
Tt
PUMP STATION DETAIL P.E.NSl500 11 hSHINGTON STREET GLENS FALLS,N.Y.
PSI nv F S TO
PHONE:(518)192-2B07
APRIL 2022 PRO#21-DEZ SHEET:7OFB
EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND RAGE LAID TIGHT EROSION&SEDIMENT CONTROL:
E..... " ..cu" EX I BUD DISTURBANCES 1111"ID I DIBIDI","ESTABLISHED
MCA.............COVE./SOIL,
......... "`U.........
TID111116"'CHPIE"' TARE PLACE UNLESS PROVISIONS ME IN PEACE TO CONTROL EROSION AND SEDIMENTATION,LAND DISTURBANCE SHALL NOT
I)-ERM17ING A-BUTIES REGARDING CONSTRUCTION START NAM AND ENGIRSEERTO SCHEDULE A G"`_` "R`OG POSTS SDOW. IF,I'D,, EXCEEDLIMITS SHOWN ON DRAWINESWUHOUT APPROVAL OF THE PERMUTTINGAUTHORITY.
PRE CONSTRUCTION MEETING,PRONTO START OF CONSTRUCHORS. SYSES1.111CHICAL.HS (11FE VC-2)PROMOBY OFCON�U�IONUNTILf]NALS2ES�ill�ION,IF CATINVIOBB SHALL BE CONTROLLEDTO PREVENT
2 _'MW 2l-R.Ax) MAX L�.
-111 INIRM ANY OTHER CONSTRUCTION- OF,HEIREFERETED SILT FENCE EGESIBU&SE IME�TIDNIN�COROANCEWRH�O�SIONSS�WNONTHE5EP�S�OTHE-NEW�RK�E
STANDARDSANDSPECI CATIONG FOR EROSION AND SEDIMENT CONTROL"(EMSESESC),ISSUED BY THE NYBEEC,LATEST I THON.
S)111 IONIIIIIIIINTROITIIIIN
NYSDEC TRAINED PERSONNEL IN EROSION AID SEGMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN ALLESC DEVICES 11HAL U MAINTAINED IN ACCORDANCE TO THE SYSISEST.EROSION CONTROL OPTIONS INCLUDE:A)GRADE
LUCIA TYPI.,
EPTURT BOOK IV MINT, DISTURBEDMEAMB 11ITY DUMP.-DO PERMANENT)IMMEDUCIELYAGOR CURRENT WORK IS COMPLETED A TEMPORARILY
(NEW YORK STANDARDS AND SPECIFICATION FOR EROSION MoSEDIMOFF CONT11--BODE BOOK'CAN BE FOUND AT: HARD
A-SE.A. SUSPENDED,F)MULCH WTUR STRAW,BARK MULCH,STONE,ETC.,Q APPLY HINGLIN CONTREN.MATTING,OR D)EITHER,AS
lk APPROVED.
SECURELY FASTEN WIRE
H-U-SADAL-I VENCE To METE& BCA)ROM DAY I OF CONSTRUCTION UNTIL FINAL 51TE STARRIZATION,SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN
OTHER EPPVIRONMENTAI,CONTROLS: SAND BAGS PARRICIONEXIE FULL OPERAT"'CC NDNON UNTIL PERMANENT SITE STABILIGANON IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED
AS DEFINED
BY NYEDVC STANCLAMS
�=CT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC SM MDVTEN DESIGN MANUAL AND NYS
&SEDIMENT CONTROL GUIRELLINES('BLUE 80-K LATEST EDRION .E1.G ESC 5)FOR PRODUCTS IN THE LAKE GEORGE BASIN:
CONRICET -DATIDOU CSC SAY-WITHIN_SOO Ffff OF THE MEAN HIGHWATER OF ANY DUKE,POND,RIVER,STREAM,OR WETLAND,NO LAND AREA,
2.)EMPO-1 FUEL TANIS SHALL BE PROVIDED WITH 5MCNGMY CONTAINMENT EQUAL TO INFOI OF TANK CONTENTS; PRIERS.CK MAX,SEAC HE .111.0. IFECL DING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF
ADD AREA UNDER FUEL LINES SHALL BE COVERED IN WCOCCERES,AMDRIDENT MATTING,DR EITHER APPROVED HAW.G POST A OWING VEGETATION FOR MDRE THAN 24 FROURS WITHOUT A PROTECHVE COVERING SECURELY PLACED OVER THERVE AREA
ARSOREFUTMATERIALS, AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.
_IE". ACCEPTA,HE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-PAP,NOR DF-Old-
WUL1.1 FENCE MATERI CS SUCH AS HURCUC OR CANVES COVERINGS,AND IMPERVIOUSSIHOLTURES,
SHEET FLOWDRAINAGE 1, IT <-'Dow -UN IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMAMENTLY CEASED,TEMPORARY AND/OR
MIN. PERMANENT SOIL GEARIUBNEORY MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN(7)DAYS FROM THE DATE
R EXIDING 7 "(AN.)DRAIN SOCK THE 5 HE DISTURBANCE ACTIVITY CEASED.THE SGIALICTARRE A�1�,.N CONFORMANCE WHEN THE
CONTOURS NMT1SU11 FABRIC FICUR-) M05 EC�URRENT VERSION OF THE TECHNICAL STANDARDS,
IN YORK
XF -.HE FOR EVED-D AND
(IF FIFIRM CONTROL,AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH TALK REGULATION GF.4.1E(C).
(IF M,
A " ' _�*G ,
F-T G101UHRE FABRIC
Y-THENCH
I jEIC'I'D�11,IUW HONG
BUTT BALES TO ETHER E-P. WRL 10.1-s-THE -IIIGR�1.11INXIC EEAfRNVEGETATION
G,11'A IBFIBI ACTI'VIT.11FMNN T THE PERIOD 11 11 APRIL 11TH D I
I E NOEFF WE,I IS N. GO TV. P. ON To
I E NO.. CORPORATE EXTRA MEASURES
OCK No BEIRSECATON IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT
MOLE.RC FABRIC WRAPPED ARE GULF LIMITED TO,THE USE OF SCREEN MESH,NETTING,DURLA,MULCH,AND ELECTION FENCES.
ABOURS)HAY BALES NOTES:
PFC U ALL CONSTRUCTION ACTIVITY SHALL STOP IF F=,MVOX SHBIMOUREACTERN IS EVIDENT INCLUDING IF IN PEACE
EM"CLUDETY1111111 RARE CONTROLS ME DAMAGED OR DESTROYED OR ARE
RVIAP CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME
DEPSHIS I)TER DETAL-P-Et ETD SHEET FLOW DRAINAGE ON A TEMPORARY OR
PERBABECOUR_ONE
SEMI AS CONOR B ME IN PLACE To PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS
ONEAUGHLED -PERMADEFET BASIS 0 YEAR MAXIMUM)FOR EFESION CONTROL PENCIDIABIR
MAB P",ON SLOPE CONTOU0.5T0 MAXIMIZE
......11D111 11-1 1-11 IFFIALI 01 THIS DRAWING ARE DULY EXANTIMI 11 APPLICABLE 11 SEDIMENT CONTROL IBTIVI;
M OGDEN MARIGET FILTER
F IN PER CoNFLACTEREM-ELL.S."BEST MANAGEMENT PRACTIGIL-AND 11IMET TO TWELEV ENGINEER FOR APPROVAL.
IN RPEP) 11A.FC1 NALM P :�"`"`C`D`A�15,AND,,1FGTA CATION SPECIFICATIONS SHALL HE AS FOUND INTHE LATEST OD SOCK VERSI
ON
FABRIC
TH SO EARTHWORK II,TURF ESTABLISHMENT:
OVERLAP
411NSPEI A C1.1.R=,I E�1.1 E.A`A EN=TIT011 1111 AND 11111E AS FLUDED; ` )A'l�,I.ITUA���,l�.AR�SHALLBERE�REDTOORIGINALCONDRIONUNLB5MH�WISEDIRE�DONTHBEPLANSORBY
I. B �'GDR THAT NAVt SEEN VENICULARTPAfFIC SOILS RESTORATION TV BE AS FOLLOWS:SOILS RESTORATION
REQUIREMENTS
AS DEFINEDSITEIN CHAPTER 5 3.6 OF BEDDING DETAIL COMPOST FILTER SOCKS WILL PLACED 01 THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK CO POST TIMING COMPOST INTO SUB SOLLA MI=MyCRK STATL ST MANUAL":ADUCAOROG.-ol
TE L?IRM P==N
NOTES: EXTENDED 8 FEET UP SCOPE AT A 45 DEGREE ANGLE To PREVENT BYPASS RICK S5ERFMOVGD SEDIMENT SHALL BE DEFORTEDM AN AREA THAT WILL NOT CONTRIBUTE To FORMADEPTEO-VEGECATE
PLEENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. AS REQUIRED PER LANDSCAPING-,IF APPLICABLE,OR ATTIRE GIVECRYN Of DRINK.
1)THESE DETHIS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SORE,HAY BALE 2.)BLAMET-DE ONED FOR USE SHALL BE32"EXCEPTIFULf A"DIAMETER SIRCRE MAYBE USED FOR 61DUAILS�NISEQUI�LE�TOA-REINFORCEIT SILT FENCE,REFERENCES MADE TO FLIT)TOPSOIL,PIANT/5UM,AND MULCH CIETUEBMAREASTO ESTABLISH PERMANENT VEGETATIVE GROWTH(GRAYS ORCITELA
RIKES ARE NOT SUITABLE FOR STREAM CHANNELS. RESIDENTIAL LOTS TO WNTIQL ARFAS LESS HACRES, NA
B-O-D'AND SUPER"SILT FENCE,SEE NYSESEEC. M��TTIVDNATG IN DED URDEUNDCOVERS);CONTACT OWNER AN DYOR LOCAL SOIL CONSERNASTION SERVICE FOR RECOMMENDED
EVILAISANDAPPLICAUTON
2)HAY BASE GRKB MAY BE USED FOR TEMMEARY(180 DAYS MAXIMUM)EROSION CONTROL 3.)COMPOST-SHALL BE ANCHORED IN EARTH WHO 2'X V'WOODEN STAKES DRIVEN 12•'NEMIR
SOIL ON UL FOOT CENTERS ON THE aNTEPUBLE OF THE SOCK. SILT FENC
)CON BACTOR M PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE POSSIBLE,ROUTE
VEHICLES
ANO BY
ALL WORK OUTSIDE OF ROOT ZONES OF MMOR IRLIG AND AROUND OTHER FEATURES,AS PRACTICAL
STRAW BALE DIKE ALTHE MAXI COMPOSTD MUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING AND AS OMER,
US
RIPERMITTING
OR GRUBBING BEYOND THE CLEARING UNITS LABELED SOCCUR UNLESS APPRUVED IN ADVANCE BY
=ICEND P`EG MITH NG ACTEVORRIBIRDS)
IKI
C - - I.- IR I DITCH STABILL17ATION GUIDELINES
low U 1. 1 "1 OF . 1. IR 11 'IN1,1,11 A1y1D A1I.1I1,AT1.1.N,1 NEEDED;
AN-GUAL
MAY
=1DEPENDING
1
m I IT H N SITE CONDITIONS)
MI. I . I . ......................no....... -1).A"!111....IF.
"-IOUGH L LENGTH IN FEET 11.100FOR-ATTING
UGHTER-ETBR) COMPOST FILTER SOCK CONSTRUCTION ENTRANCE SPECIFICATIONS (EX.
NORTH
NO N MODEL P3DO UR APPROVED CQUIVAIEND
ERDEFWEBVEN EFOREMORCE FABRIC -)UP BX:SEED&
_CE W/TOMICHARY OR PERMANENT THOLIKUS CONTROL.-No
)ACTLEGEMOB: NX.NORTH AMERRIAN GREEN MODEL-OR APPROVED EQUIVALENT)
A)STONE SIZE
GIBE co STABUTOD EGG. N THICKNESS!NOT HESS THAN V DGA)IIR6�SEED&MUITH WE PERMANENT EROSION CONTROL MUCHUNE,
ORIGINAL-CE '1LAN1 STOWA.GUART 10oi; OX N PROVED FOUR
NOTES: RIP NAP Is 30-soC N.".AMERICA.RE.-.D" OR ART_')L.Con, A OTHER APPROVED CHUSIDEES(5-:041C.FANVE AND/OR=1.CHANNILI
IT NOTES) ICUSTERAL HNUFLAUB HURCENT.B.-FRINUM 5-DU
])THIS STRUCNRE IS SURABLF.FUR CONTROL OF SHEET FLtlW ORNNAGE ON MODERATE SLOPES,OR AS A[HECK NA SINGLE RESIDENCE LOT ENTRANCE LENGTH-RECOMMENDED SO MIN. SLOPE STABILMATION GUIDELINES
DAM HIM IT F REMAS A CHECK DAM,PFCCGGE OVERFLOW CAPABILITY. (GUIDELINES ARE PROVIDED'11 OFFER A VES FOR STABILIBATION,AS N EEEM;ADDITIONAL
MOPE
IS GAV,CARM ,.B MAY BE
B MAY BE
B MAY RENE FULAVY DEPENDING ON SHE LDNOMONSH
B A G PC E A EGEES MAY E.
2)A�TO BE 2 OR GREATER FOR TEMPORARY DIKES AND IS OR GREATER FOR PERMANENT EARTH DIKES. 6"THICK X�RECOMMENDED 12-MIN.WIDT WITH SEPARATE ENTRANCE&EXITS TO SITE
3)B"TO BE HEIGHT SHOWN ON PEAK OR EQUAL TO HEIGHT OF AURDINING GROUND OR MAXIMUM lV'RIGN (SENOTE) LBUTER)L'CEREANCHOM'A'MIN WIDTH MH COMBINED ENTRANCE&EXITS TO SITE �1)D-SEED&MULCH
7 111�11(11111E S&2)253%:SEED&MULCH VWTMPOMRY OULGRON CONTROL MATTING
4)SEDIMENT ED BE REMOVED WHEN 25EVOF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST, A)TO BE PLACED OVER THE ENTIRE STONE. NOUN AIAERIBRN GREEN MODEL 575BN OR APPROVED EQUIVALENT)
A)NOT
FICHEREC.ON AND RESIDENCE
I
5)DIKES TO BE REMOVED AND AREAS STARRIZED WITH AN APPROPRIATE VHGER`MGBN THAT MATCHES SURROUNDING C)FABRIC 5PVCIFICATIGGRI� SS-3)33 FAY SEED&MULCH W/TEMPORMLY OR PREA-UN EROSION CONTROL UNCLOGS ON
ALF-MCWHICHEDMIXG-RUIRCEI.E. WIDIsE 12-21'
'"PER' (SEE
SM 11��l��-.A�-MIRAFII�XORAPPR�EDE�$�LENr SED VE
(SEE NOTE)
CS "GOEX"WAS" FUGNVY DUTY MAIL, 11111 APPROVED 1CUBIALUCT IF.NORTH AMERICAN GREEN MODEL XBRENN OR APPROVED EQUIVADENT)
ING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE EDXUL BE PIPED BENEATH (55415DIDARSHOD&MCITADYNTSIA ENT EROSION COMPROLMADI-S EMPE
ALLEURTA""`ERFLC B NORTH ANCURBIN GREEN MODEOSC15CENCRAPPROVDIDECURTIVATICT)
STONE EARTH DIKE THE ENTRANCE IF PIPING$5 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 5LOPB MAYBE CONSTRUCTED SS.5)1�%.:CO=UENGINEER FOR GUIDA�E.
-AULTHEITTANC.
�CIRYTIACMI-EVIC THE S"111 ANDRAI 11 1EUM111 CONTROL MI 11"Cl ST-OD IL-11 10'".IN. EEDNT.'X1'0 INFIRENCIGHLAIL=GTAIRLIF
.,Us ;R
'-TROCT ERT2EWYORESTANAMBSANDSPECRIBUI NUOREFORDINANDEMING.TCLONLIVID, LADED OVIER AREA PUBLICHUSM THIS MAY REQUIRE PERIODIC To GFUREGINGLATERADDLUORN-TONEAS
BLUE BOOK"FOR
REFE
R Go CHRONES DEMAND AND REPAIR ASIVOR CLEANING OF ANY MEASURES USED TO TRAP SE DIM ENT.ALLSMIMENT
5 FUU[Sus TO BE COVER EXPRE
E Ej. E
.F.I. ODSOF EROSION AND SEDIMENT CONTROL IS. COVERED
Wn AGGREGATE SPHIM,DROPPED,WASHED OR DEPCEBTFDONEM PUIRLICRIGHT-F WAYMUST BE REMOVED IMMEDIATELY.
(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (SEE REVERSE) CEI)WASHER.: ENVIRONMENTAL CONTROL DETAILS
PMVIDECONSTS CTION ENTRANCE AS RECIFURRED To PREVENT TBALKING -FEwxrER MANAGEMENT UPGRADE
ONTOHUAHWVA. ME.WASUCE.IS V��H`A'11 C I E A I I��TEVDG IT 1HA11 OF ON A.,STAR-M STONE AN D WHICH DMRB RUM AN WAS N
APPROVED SEDIMENT IFEAPPING DEVICE. MILLER RESIDENCE
1 19�119-1/2 RIVER STREET
CONSTRUCTION ENTRANCE B"INGPEG o F 1 121
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAN TOWN QUEENSBURY,NEW YORK
SEDIMENT CONTROL BARRIER(SHEET FLOW) JARRETI'Engineers,PLLC
NOT FOR CONSTRUCTIONECi --,I THOMAS- civit A,ENRViT0NYNV,EI Engineering
It I,IT VA:10 I MAY VISE,'A N1Y How
0,F,G`RF`A ILIS 15,:*'WIN,:1 1Z I 101R E E D I M E N T C Ox-N N_-DL-0-IXSHE-E7_-FLOW-_DN_L ONLY)---x.... P E,#5M9 12 EDIST WASHINGTON STREET GLENS PALLS,N.Y
COLIT ACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION MR EROSION AND SEDIMENT COUTHROL (ML2512022 'UBMSI 11D 1..111 1.-1 LBUY L-AL F EW .11TIGHT PHONE(518)792 2907
'BLUE BOOK'FOR ERFUL METHODS OF 01.11CUR AND SIGIM1.1 C.EIR01(-CT HUGHBOR PRICIN TO MAKINA ILASTRE-M) ---- --- -A
DATE REV# ISSUED/REVISIONS PRO#21-G6A SHEET.8 OF 8