proposed 309.14-128
SEp-0772-2020
Goodspeed, Brian
32 pine St
Residential Septic Alterations
ENGINEERING
DESIGN REPORT
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Ba A on our limited examination,compliance �� COPY
wit our comments shall not be construed as
ind ting the plans and specifications are in FOR
full mpliance with the Building Codes of
Ne Yak State.
A REPLACEMENT
SEWAGE DISPOSAL FIELD
TOWN OF QUEENSBURY DF!r � _��
BUILDING & CODS EPTo DECp � 202� � y
Reviewed By: 4
Date: �- i cVYM ,?
OF C'i1--E Fi" 31L J i
TM # 309*14-1-28
NOTICE to Building Code Officer or Code Administrator: This engineering design
report and the information contained herein is the property of Morning Star Septic
Service, and may not be duplicated, disclosed to others, or used for any purpose
without the prior consent of Morning Star Septic Service.
Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE
Consulting Engineers 32 PINE STREET
3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 12/7/20
South Glens Falls,NY 12803 Scale:As Shown
Phone:518-222-1338/Fax: 518-747-2166 Sheet 1 of 9
SOIL AND PERCOLATION TEST DATA:
TEST PIT— 1:
0"— 4" TOPSOIL
4"— 12" SAND (FILL)
12"— 14" TOPSOIL
14"—7299+ TAN SAND
NO LEDGE ROCK TO DEPTH
NO S.H.G.W. TO DEPTH,NO MOTTLING
STABILIZED SOIL PERCOLATION RATE: 1 MINUTE 20 SECONDS PER INCH
USE: 1-5 MINUTES FOR BASIS OF DESIGN CALCULATIONS
APPLICATION RATE = 1.20 GALLONS PER DAY PER S.F.
SOILS INVESTIGATION AND PERCOLATION TEST PERFORMED BY ALTON E.
KNAPP III, ON NOVEMBER 19, 2020 WITH EXCAVATOR LOU DeRIDDER.
USE: CONVENTIONAL TRENCH DISPOSAL FIELD
OF Ney1,
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�s Na 076269 a
Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE
Consulting Engineers 32 PINE STREET
3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 12/7/20
South Glens Falls,NY 12803 Scale:As Shown
Phone:518-222-1338/Fax: 518-747-2166 Sheet 2 of 9
BASIS OF DESIGN:
THE EXISTING SEWAGE DISPOSAL SYSTEM WAS LOCATED AND FOUND TO BE
NOT IN GOOD REPAIR. A FIELD INSPECTION OF THE SEPTIC TANK WAS
COMPLETED BY MORNING STAR SEPTIC SERVICE, WHICH RESULTED IN A
FAILING REPORT. A NEW REPLACEMENT DISPOSAL FIELD IS REQUIRED FOR
CODE COMPLIANCE.
ESTIMATE MAXIMUM DAILY FLOW: (USE POST-1994 WATER SAVING FIXTURES)
EXISTING DWELLING: 3 BEDROOM @ 110 GPD = 330 GPD
SEPTIC TANK DESIGN: (IF REPLACEMENT OR SUPPLEMENT TANK IS REQUIRED)
3 BEDROOM, with no garbage grinder = 1,000 GALLONS
3 BEDROOM,with garbage grinder = 1,250 GALLONS
ABSORPTION TRENCH SYSTEM DESIGN:
APPLICATION RATE = 1.20 GPD/S.F.
REQUIRED ABSORPTION TRENCH LENGTH
330 GPD - 1.20 GPD/SF _ 2 FT. = 137.5 L.F.
USE: 3 TRENCHES (DISTRIBUTION LATERALS) @ 46 L.F. LENGTH EACH
OR EQUIVALENT TRENCH CONFIGURATION TO ACHIEVE 138 L.F. TOTAL
OF NZ�,
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No.076269 a`
Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE
Consulting Engineers 32 PINE STREET
3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 12/7/20
South Glens Falls,NY 12803 Scale:As Shown
Phone:518-222-1338/Fax:518-747-2166 Sheet 3 of 9
DESIGN NOTES & SPECIFICATIONS:
1) THE LOCATION OF THE REPLACEMENT DISPOSAL SYSTEM HAS BEEN
ESTABLISHED BY THIS DESIGN, AND ANY CHANGE IS SUBJECT TO REVIEW AND
APPROVAL BY THE DESIGN PROFESSIONAL PRIOR TO WORK. ALL DISPOSAL
TRENCH LATERALS SHALL BE OF EQUAL LENGTH. THE BASIS OF DESIGN
CALCULATIONS ARE PRESENTED ON PAGE 3 OF THIS REPORT.
2) THE CONTRACTOR MAY REMOVE ANY REMNANT PIECE(S) OF THE EXISTING
DISPOSAL FIELD(S) AS FOUND IN THE COURSE OF THE WORK. ALL WASTE
MATERIAL SHALL BE REMOVED FROM THE SITE FOR LEGAL DISPOSAL OFF-SITE.
3) ALL SEPARATION DISTANCES TO NEWLY INSTALLED ADJOINING TRENCHES
AND SETBACKS TO PROPERTY LINES SHALL BE MAINTAINED PER NYSDOH
APPENDIX 75A, AND TOWN CODES.
4) THE CONTRACTOR SHALL COMMUNICATE WITH THE ENGINEER OF RECORD
THE INTENTIONS OF HIS LAYOUT, PRIOR TO INSTALLATION, AND DISCUSS ANY
SITE LIMITATIONS THAT HAVE POTENTIAL TO INHIBIT HIS WORK.
5) THE CONTRACTOR MAY NOT PLACE BACKFILL MATERIAL (SAND, LOAM,
TOPSOIL) ON ANY COMPONENT UNTIL A FINAL INSPECTION HAS BEEN
COMPLETED BY THE ENGINEER OF RECORD AND THE TOWN CODE
ENFORCEMENT OFFICIAL.
6) ALL EXISTING SEPTIC TANK(S) AND/OR DRYWELL(S) IDENTIFIED ON THE
PLOT PLAN TO BE "ABANDONED IN-PLACE" SHALL BE DISCONNECTED AND
DECOMISSIONED, INCLUDING REMOVAL OF SEPTAGE, AND BACKFILLED WITH
COMPACTED GRANULAR SOIL.
7) AN AS-BUILT DRAWING OF THE SYSTEM AND ENGINEER'S CERTIFICATION
LETTER WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY FOR THE SYSTEM.
8) INSTALLED TRENCHES THAT REQUIRE MORE THAN 18" SOIL BACKFILL
COVER SHALL BE FITTED WITH AN ATMOSPHERIC VENT RISER AT THE DISTAL
END OF THE TRENCH, OR TRENCH SHALL BE BACKFILLED WITH AGGREGATE #2
CRUSHED STONE TO WITHIN -18" BELOW FINISH GRADE. UP TO 3 TRENCH VENTS
MAY BE INTERCONNECTED IN MANIFOLD TO A COMMON 4" PVC RISER,
TERMINATING WITH A COVERED VENT, 30"ABOVE FINISH GRADE.
Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE
Consulting Engineers 32 PINE STREET
3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 12/7/20
South Glens Falls,NY 12803 Scale:As Shown
Phone:518-222-1338/Fax:518-747-2166 Sheet 4 of 9
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iver Drain(kvatatight�iojiW- 10
25 House Sc .3 10 .
'30 otherwise
0 Scotia Tank,Dosik Tank-orwatertiot ETU. .50 to 10 to:
Efflucht,Litic;to Distribution BoxVto p Box'.' '50 50 10' 10 .10.
Distribution Bo.NA)rbp Box 100 -too- :20 10
AbsorOH66IField(c,)(d) 100(a:) loo. 20 IO 20
Se4iap Pam- 150(3) 100 -20 10 20
W d Raised Spstem 6k.Moand.(o)(d) 100(a). .100 .20 20
Intermittent Sand Filter(d) 100(1)m loo.(f. 20 to 20.
ODion Waterbomb Systems*ith offske
O icsidual Jispb551 so 2Q� :to 10
N6n-Wit6iboific Syiwms with wisito -100 50 20 -to 20
go disoliarg r T
a) VVIten-Wastowat-t&�atmca systems uO,located upgrade and in the duvetpath-ofaurface-rater dminage,to aVqll,the closest part of 1 1110 trottildfit systetia shall be
at leaist.200fiixtraivAy fmm the WOL
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0 fegio;ual office.
c) For all'systenii inirolvin�the plicbitWatoffill material,scpar#ibn Jbistan.cics amracasuredfibin flic.-.toe of the Aoo of the fill,except for'some shallo,%V,,ib.%Qrpti0n
twnch systems ag dcseiiW in Section A t2.2 ofth4ffindbook.
d of the when available.
desi
m.s61 W66 d it:kAAA041(l0)-fqc(ftQm any water servieL line(c.O.,.pblic Ny.atci supplytniti publiewater
ox-r*c'sid66'tia.k...1,11 ieatcr s ervic.a
f) When intoiri.itthntsafkd filters arc do�. gnqd-iobp. wa(r,fiOt and dolled all c acii,.the berpluqO.to.50.feet:
pj Tha Ci led watei'wcll separation di 5tan�e.fr6it�contaminatltstiurces ltall,be'inereased:liy 5t1R%:wheuecer'aquiiLr~valor cittors tiie:�s ater well.at less .50-feet
below,grade.If a 50%increaso-cantiM Oli be nehievcd,tbpc,greatest possible increase in separation M66c shall be provided witih such addition measures as
io.pruy(,picontamination..:
li) Ro.conullmdc&,usc.site evaluation to avoid OWTS sliprt-cifeui(in fu 6 piiniminjuipactsonOWITS: Wfi.plity.
cn lom wrembanwdot or mqryateep slope,INUkinji7P separation distances and use site evaluation to.avoid shorn ireriiting:ta snrfuce(breakout or seepage).,
0
!Z ? 601sla Bove'Or below.afiiiifid It is recim mended that'systcrileoiopbtiefits be kcatcd.a ininirtiuin:of 20 feet aiid the abs6qi1iofi field be located i minhuin of=sWirdihi�nd�pook Xlaximizd*nparition.distait6cs,and use.site d6limVion Win
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00 QIQ FULL-OEPiI#BAFFLE w/PORT(SEE NOTES)
SEPTIC TANK CAPACITY
X N C 4'INLET PIPE 24'INSPECTION 4'DUTLEr PIPE NUMBER OF DESIGN MINIMUM TANK CAPACITY&LIQUID SURFACE AREA
DD COVER(TYP) 1/a'/FT.MIN. .BEDROOMS FLOW
L.II 1/4' FT,'MDN.
O h � _� . SLOPE W/O GARBAGE GRINDER W/GARBAGE GRINDER
CID I 1 1 2 220 CPI) 1,000 27 S.F. 1,250• 34 S.F
H A 'RAFFLE( A 3 330 GPD 1,000 27 S.F. 1,250• 34 S.F,
�1 O 4. 440 GPD 6250 34'SF. LS00• 40 S.F.
5 SSO GPO 1.500 40 S.F. 1,750• 17 SF.
L7Y 'INLET&OUTLET 4'PVC TEE'S MAY BE 6 660 GPO 1 1.750. .47 S.F. 2.000• 54 S.F..
c% Q USED INSTEAD OF CONCRETE BAFFLES
FSj %EmTM •DUAL COMPARTMENT TANK&GAS DEFLECTION BAFFLE REWIRED
/O W NDTEs
PLAN VIEW 1.NHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION.A CAS
MW DEFLECTION BAFFLE AND A DUAL COMPARTMENT sEP71C TANK,OR,TWO TANKS IN SERIES,
`J EFFLUENT FR.TER SHALL BE PROVIDED TO.MMIM E THE SOLIDS CARRYOVER TO THE ABSORPTION AREA
FINISHED GROUND
w/CRAQE ACCEss COVER (DISPOSAL FIELD):
_j`t 1 �,,;'„ (S� Tom) 2.X MINIMUM ELEVATION DROP THROUGH STRUCTURE FRCM INLET TO OUTLET
NO �..:l'"..-�E.1.--:i,'^l��''�,,.^? 4'OUTLET PIPE J, TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS(EQUIVALENT DAILY FLOW)SHALL
O 4'INLEi'pIPE 12'COVER MAX, . 1/8'/FT MIN. BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR
114'/FT.MIN, SLOPE_ EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN
aOpE_� ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED
EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE.
t?J 6 - 7- 4.EFFLUENT FILTER,'POLY-LOK'BRAND OR SIMILAR PRODUCT SHALL BE INSTALLED.TO THE
II��I 16'TON.. 18'MM. SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN PROPERLY MAINTAINED CAN EXTEND THE
•y USEFUL LIFE OF THE TREATMENT SYSTEM. ALL SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY
SOLOS CARRY-OVER.LEADING TO PREMATURE FAILURE A GRADE ACCESS COWR SHALL BE
PROVMEO FOR PERIODIC INSPECTION&CLEANING OF THE EFFLUENT FILTER ONCE.
a 71' Q S. OPTIONAL TANK: POLYETHYLENE TANK PRODUCTS MAY BE INSTALLED AS SUBSTITUTION
y np
) 'F•DOR" ,�+ FOR THE CONVENTIONAL PRECAST CONCRETE TANK SHOWN IN THIS DETAIL THE
POLYETHYLENE PRODUCT SHALL COMPLY WITH NYSDOH STANDARDS IN GALLON CAPACITY
Q ._. .. _. RATING,LIQUID SURFACE AREA AND UOUIO DEPTH. A DATA SHEET OF THE PRODUCT
SUBSTITUTION TO BE SUBMITTED'LV ADVANCE TO THE ENGINEER FOR RENEW AND APPROVAL,
l J MINCLEAN SAND PEA ALONG V47H CORPORATE DOCUMENTA71ON OF NYSDOH RENEW.. ALL OTHER SPECIFICATIONS
msmiji
,OR WASHED AGGREGATE. � APPLY,INCLUDING EFFLUENT FILTER.
CAS DEFLECTION BAFFLE
(SEE NOTES).
SECTION A—A
00 SEPTIC TANK /NK HOLDING TANK DIMENSIONS OF �N��/
TA CAPA= LENGTH WIDTH BRET OUTLET HEIGHT' M U. TOP FLOOR LO MANUFACTURER W e
iOWATION .Q•�" `�r�K'tisJf�}-�O
8'-B 1/2- 5'-O 1%2' 4'-9- 4'-6" 5'-8' J' 4' 4' 4r FORT MLLER CO..SEAMLESS' co
1,250 10'-2' 5'-3' 4'-9' 4'-6' 5'-6' 3' 4- 4- 48' FORT MILLER Ca.SEAMLESS• co QN
1.250 ii=0' 6'-0' 4'-3' s'-0' 5'-5' 6' 8' 6' 39' FORT MILLER CO.,HEAVY DUTY'• p
TaL
S'-1' 4'-10' 6'-3' 6' 1. 'a9' FORT MILLER CO..HEAVY DUTY" (V
2.OG0 la'-W 7-0" 4'-9' 4'-G' 5'-11• 6' 8' 6' 45' FORT MILLER CO..HEAVY DUTY'• is
11--yy 2,500 13'-0' 7-0- S'-9' 5=6' 6'-11' 6' a- 6' 49' FORT MILLER CO.,HEAVY DUTY,
En c �.J J,000 17'-0- 8'-0' 5'-7' 4'-10" 6'-2' 6- 8' 6' Sr FORM MILLER CO-'WAVY DUTY'• AR A�
AY
CD C CD PRODUCT.- 714E FORT MILLER COMPANY,INC. SCHUYLERNLLE,NEW YORK 1040
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y PRODUCT. FORT MILLER$2 DISTRIBUTION BOX,OR EQUAL 1•-B'
SECTION A-A PLAN VIEW
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z DISTRIBUTION BOX DETAIL
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MATERIAL SPECIFICATIONS SCHEDULE
11Ei1 SIZE MATERIAL SLOPE
SEPTIC TANK SEE DETAIL PRE-CAST CONCRETE —
QO DISTRIBUTION BOX SEE DETAIL PRE-CAsr CONCRETE —
® HOUSE TO SEPTIC TANK 4' SOLID PVC SCH-40 1/4'/FT.MIN.
SEPTIC TANK'TO D-BOX 4' SOLID PVC SCH-40 1/8'/Fr.MIN.
W "+ O-BOX IO LATERALS 4' SOLID PVC SDR-SS 1/f-/FT MIN.
CD
CD
(D �� ���y LATERALS 4' PERFORATED PVC SDR-35 1/16'/FL MAX
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.r 2" OF STONE - PERMEABLE GEOTEXTILE
IQ b OVER PIPE MIN. t PIPE JOINT
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PERFORATIONS (DOWN)
St"
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? PIPE .,
i 1 p 42" MIN. },' ' "` 1 a s�7 'P t STONE 3/4"— 1 1/2- f c. PIPE SLOPE @ 1/16- TO
N 6" OF STONE to° OR WASHED GRAVEL MIN., `z_r `n' 1/32' PER FOOT
UNDER PIPE MIN., } 4 3 , UP TO 16"MAX 1.- yv
UP TO 10"MAX. �`I �,,.. ••• �� ,4'� # �� I
R7 y MIN. 1 UNDISTURBED GROUND LEVEL TRENCH BOTTOM
l J 24" t
7. UNDISTURBED GROUND
cn SHWT/LEDGE ROCK
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SECTION VIEW TRENCH PROFILE
y 1-NOTES0NOT INSTALL TRENCH IN WET SOIL.
2. INSTALL TRENCHES PARALLEL TO CONTOURS.
3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS.
n y ~ 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE
0 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED.
6. SLOPE DISTRIBUTOR PIPE ®1/16"— 1/32" PER FOOT.
ABSORPTION TRENCH DETAIL - TYPICAL
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N �' < �7 L1•��1 LANDSCAPING: 6" MINIMUM
N N ^ NUMBER &'QUANTITY AS REQ'D TOPSOIL w/SEED & MULCH
� � �• y { SEE BASIS OF DESIGN)
CD M
°O y ORIGINAL GRADE -� �—zzxRwtr+�uu SLOPEip _}..._. 1
__ - _. _ _ - _. -
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USABLE SOIL:- 48" MIN. DEPTH
v
1 TO 60 MIN/INCH PERCOLATION RATE
N ABSORPTION TRENCH 4'-0" 2'-0"
(SEE TYPICAL DETAIL) MIN. MAX. SEPARATION:
CN Q 24" MINIMUM DEPTH TO
BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION
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N o 1. DO NOT INSTALL TRENCHES IN WET SOIL
b 0 2. INSTALL TRENCHES PARALLEL TO CONTOURS.
3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE'WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS.
c 4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL.
G 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED.
y ABSORPTION TRENCH SYSTEM DETAIL
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KEVIN L. HASTINGS, PE
3 JACKSON AVENUE
SOUTH GLENS FALLS, NEW YORK 12803 L I
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3—° Noo
n o'0 0..36+/— AC. \ INSTALL NEW D—BOX WITH 3 ABSORPTION
o o , TRENCHES ® 46' EACH, MAY REQUIRE VENTS
j (SEE DESIGN NOTE ##B)
% \ EXISTING SEPTIC TANK TO BE FIELD INSPECTED
2�Coy`D Z 4 " �\\\,\\\ \ FOR 1,000 GALLON CAPACITY, AND SHALL BE
s \\\ \�1 \ REPLACED OR SUPPLEMENTED IF INADEQUATE
cD o ;;, ;;, \\ \\ OR OTHERWISE IN POOR CONDITION. INSTALL
° „, \,\p\� NEW 4\PVC OUTLET BAFFLE.
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°° MAP REFERENCE:
N = BASE MAP WAS TRACED FROM THE WARREN COUNTY REAL PROPERTY DIGITAL TAX MAP,
AND SUPPLEMENTED WITH PUBLIC DOMAIN GIS AERIAL MAPPING & FIELD MEASUREMENTS.
CD SCALE: I" = 50'
3 BEDROOM RESIDENCE
32 PINE STREET OF ke
WARREN COUNTY TAX MAP ID # 309114-1-28 �Q ``yt..H-4,9 -4p
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TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK
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PLOT PLAN °p140.076269
DECEMBER 7, 2020