2003-492 (2) EARTHWORK&TURF ESTABLISHMENT:
ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON
THESE PLANS OR BY OWNER.
ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL
CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION.
ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW
SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT
WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY.
ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE,
ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND
AS DIRECTED BY OWNER.
ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY
OWNER.
MISCELLANEOUS:
M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN.
LOCATIONS TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF
PLACE SILTY SOIL ALONG 10 MIN. TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY.
TOE OF FILL MATERIAL
DESIGN INFORMATION:
Design Basis
New York State Department of Health
Town of Queensbury
31 '-0„
Potable Water Supply
i ' y No observed existing potable water supplies located within
SEDIMENT CONTROL BA RIER 150 ft. of proposed wastewater disposal system.
MINIMUM FILL LIMITS; FILL LIMITS
SHOWN REPRESENT MINIMUM FILL ,s= 'i
REQUIREMENTS; IN ORDER TO BLEND -� — — Design Flow
FILL INTO EXISTING GRADE ADDITIONAL _ ' - f y r - 3 Bedroom Residence
'' ` —
FILL MAYBE USE; ADDITIONAL FILL PLACED J ` =,`;1 _ — 3 Bedrooms x 130 gpd 390 gpd
AT DIRECTION OF OWNER
(No kitchen grinders or hottubs to be directed to the new wastewater disposal system)
\' 64'-0„
Septic Tank
= _' - —
\ =` - L 4; , Existing Pre
BASAL AREA Concrete Septic Tank is structurally sand and water tight.
LIMITS -
• `/,/ \ a , � '„ � Y � — Existing Septic Tank to be Reused.
The existing Septic Tank has a 1000 gallon capacity.
Septic Tank Effluent Filter
Provide (1) model A1801-4 x 22 "Zabel" residential effluent filter.
SURFACE WATER —
DIVERSION SWALE —
�\ {N' Leaching System (Raised Field)
390 GPD - 0.8 GPD/Sq. Ft. = 487.5 Sq. Ft. Req'd
(10-15 minute/inch percolation rate fill material)
487.5 Sq. Ft. - 2' trench width = 243.8' Minimum of "Equalizer 24" trench required.
Provide 5 laterals - 59.01 Ft. long each
T,Y — "Equalizer 24" laterals to be (7) units long each
59'-0
Basal Area (NYSDOH Required)
390 GPD - 0.2 GPD/Sq. Ft. =1950 Sq. Ft. minimum area required
" 1984.3 Sq. Ft. of Basal Area to be Provided.
• � � .�,1_ - _ - _< �, - Effluent Dosing / Distribution
4 4" PVC DISTRIBUTION PIPING Pressure dosing and gravity distribution from the septic tank and pump station via
D1 SLOPE 0.5% MIN. (TYP.) the d-box.
"EQUALIZER 24" INFILTRATOR
CHAMBER LATERALS (TYP.) Di -�- -" - '�='� _ ':�' � ; -�$�; � — � Dose volume to be 100 gal. plus force main volume to allow 4t doses per day.
In
t, --V4
2" HDPE
-"- FORCE MAIN
1 - -
10 - 15 MINUTES/INCH
PERCOLATION RATE FILL MATERIAL •-�"`� N
\ USE EXISTING 4" GRAVITY
LINE AS FORCE MAIN SLEEVE
(SEAL EACH END OF SLEEVE)
3 (�
DISTRIBUTION BOX D1
EXISTING 0 GAL,
Di SEPTIC TANK
NEW 4'0 PRE-CAST 1
CONCRETE PUMP STATION
4" PVC EFFLUENT LINE
SLOPE 1% MIN.
(TO MATCH EXISTING PIPING)
EXISTING
BUILDING SEWER
BEORO E
RES�O�Nc
6,r2OW AO SUBMITTED FOR PERMIT TO CONSTRUCT RUH
DATE REV# ISSUED/REVISIONS BY
SYSTEM PLAN C2
REPLACEMENT WASTEWATER DISPOSAL SYSTEM
GRAPHIC SCALE DUNHAM'S BAY LODGE - RESIDENCE
10 0 5 10 20 40 'e \ ROUTE 9L- DUNHAM'S BAY
ffl__
SITE PLAN QUEENSBURY, NEW YORK
Scale: SEE GRAPHICAL SCALE'67FE
WAIA ��
' JARREW - MAR'TIN ENGINEERS, PLLC
H. JARRETT PROFESSIONAL ENGINEERING
p ,#57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907
CMR04117 o MM GLENS FALLS, N.Y. FAX: (518) 798-1864
s° JUNE 2003 PRO#02-068 SHEET: 2 OF 5
AIOMLD
AUMMMIM ooaae+roWr 206906'1903 DUNHAMS BAY RES WW.dwg PLOTTED/REVM:04/03 12.00 PM
BYA UCUM BI04MBLKAWRA_
GENERAL NOTES:
\ / G-1) PLAN BASED ON PROPERTY MAP PROVIDED BY OWNER.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE
#. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS
OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER
IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS
LAKE GEORGE CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL
AGENCY).
G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS
DEPT. OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPT. OF HEALTH, TOWN OF QUEENSBURY
WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO
050 ROPD ENGINEERS ATTENTION PRIOR TO CONSTRUCTION.
Subsurface Investigation:
/ o
Test Pit #1
162 f GAF Dark Brown Loamy To 0 — 6" Dk B L soil
3Q ` P
6" — 36" Medium Brown Fine Sand with some Loam
36" — 48" Gray Dense Silt (Hardpan)
35" Water Entering Hole
48" Bottom of Hole
34" Mottling Noted
tul"U
Percolation Test #1
Test Depth: 24"
_ Soil: Medium Brown Fine Sand with some Loam
Stabilized Percolation Rate of 25 minutes 15 seconds.
Percclation Test #2
TP 1 Test Depth: 14"
MOTEL U Soil: Medium Brown Fine Sand with some Loam
RAISED 11 Stabilized Percolation Rate of 9 minutes 20 seconds.
?PRKING LEACHING SYSTEM a ;
MOTEL UNITS DRIVEWAY
#46 — #49
EXISTIN 1000 GAL.
G POOH , SEPTIC T
S�TMMTN ORTVEW AY
J= R�SSPURPN� ' NEW PUMP STATION
EXISTING WELL O GE M
��vy
MPTN 0 3 85 OENCE
RE
EXISTING WELL MOTEL V#59
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0
1 wCP 1;�
J, oANSNpp GE
VNT�S
4fo
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#26
Il.'� COPY
#34
�3
GRAPHIC SCALE
30 0 15 30 60 120 TOWN OF WEEN581ffY'f�NIDING DEPARTMENT
g� on odr tinted examination
complance%th our comments shall
/ fired as indicating the
{ IN PUT ) ll
pia and
v th the Building Cod in es
SCAB Y 30' of Nel�York Stake.
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�JS^ } ' Y�+ F4ia1✓Y- ]'�F 3!T � •.:� Wd ta ,•..?*
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SITE PLAN
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Scale: SEE GRAPHICAL SCALE ''
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�firA1 WED BY u v2003
EXISTING BY OTHERS: ` : � r 5 `
/ �'�'�r.•e v. "F. i'"L v'.� �,�aw"S'�a ���°var e,. x
k.� ,. 4 ,�M �r w , - �'� ,,,�,�-: �.�. �,. ;. � � -t "i , �' -� REVIEWED
' %r. TOy�,v OF r. 3URY
. ;ttL ..+s' _�a s sor 4.w' - ■
z ATE 77
BUILDI'. ODE
NEW / PROPOSED IN THIS DESIGN: - �t
i.t`'S 4x K y,.a j'•,,.-.. Ji•rv3z:r� .�i. � � y �`t1 ��ana..t
k*�,:ynr"6 ,- ,� Tr ' w,Ry. #'. yfr �i ♦ �ji' -....� •`"�s.<s�i�*, '.j-• � w3-'` �� 'y.."
PROPOSED SANITARY FORCE MAIN: --��-- --���'- '- "--' �` ` " } '" __ `
, �
,# 111
PROPOSED DIVERSION SWALE: "`
`t'�msr� , p `-�jT•..W � r�.""`�� _ ?�: -;• .ry, s-�. ..t. :. {. ;,alms _ 4'1F •:��
SEDIMENT BARRIER: '"�'"`
FENCE HAYBALES OTHER)
I LT FEN ,� .� ,.. ���:.�:� --�.� '� � �- -�--.�.' ,� •
es
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a'l�r.,�s..'p+ »s.� ri+ f�..�. st' tS Wr. .irt
6/24AB DA SUBMITTED FOR PERMIT TO CONSTRUCT
TEST HOLE: - 7 RUH
.rs t r. .,s♦ �!' r :e 'X�t. , �9 -..,} �, � 1 r '� Ji+ •'94
r ;c y -�;M" _ � x •• g ` # #1, , ` : DATE REV# ISSUED/REVISIONS BY
A.
PERCOLATION TEST: M ' 1f,f z�, . - J
,1 s I Y*z 1 ,3 ., „ ! 'R �f .} 3. -�-. aiY 'ram' L
NOTE # =r�i� r a i � , = ~� :`�� �.."� �� #
k
NOTE: S-1 �`; ter! �,k- "- T}; .� n " F SITE PLANC 1
NOTE REFERENCE TAG: s I �° I v � t , jI . , - p�
:d + :s } =t � tl��y,y ��,� F ,.. .,+6.. J1L. "�• ..y�. � �
K I Zak, f! �.�.:` �::SC `v+'�" M 'i .r, �.7�: C-L t ' ... : _ " i` '
" . _ w REPLACEMENT WASTEWATER DISPOSAL SYSTEM
SEE DRAWING # FOR DETAIL —
~t L - _ DUNHAM'S BAY LODGE - RESIDENCE
an
DETAIL # ; _, - -
X1` ROUTE 9L- DUNHAM'S BAY- RESIDENCE
'I ;3 ., _ . �.. r - "'` A1, ,��� QUEENSBURY, NEW YORK
DETAIL REFERENCE TAG: 2 � ' r = � � �. ..� .�� �'-•: � ?att •� a,
SEE DRAWING # FOR DETAIL � -N - .... - `#f JARRE'1"I' - MARTIN ENGINEERS PLLC
• '° - .emu ` ,.
.
TMo y � PROFESSIONAL ENGINEERING
SECTION CUT DIRECTION
#57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907
yka. s� .a r 1 i'' t - "!S++ .h-• ,yC, y, l'► ,;zr.. "Sn3` -+rY. ,.:+MR- tr, e;t 4 .�, -
. ..� ti.. :• :, .�, - _ .`- , , .. - ,! °{%rt �®2002 GLENS FALLS, N.Y. FAX
518 798-1864
SECTION LETTER { )
SECTION REFERENCE TAG:
D1 ❑ LOCATION PLAN 01uMSRMLW 0O"`�""L'"
SEE DRAWING # FOR SECTION ��S""'1�001'1BDE�'� JUNE 2003 PRO#02-068 SHEET: 1 OF 5
L ANoVAM
KMIMna of TM 00CUM99800W 206806.1903 DUNHAMS BAY RES WW. EIAS
8YALJCZS ENQ1W 6U�lAWR� dw9 PLOTTED/RED:6/24/b3 12:00 PM
SPECIFICATIONS:
PIPING:
P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321.
ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER.
P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR
HIGH POINTS).
31 '-0" BASAL AREA LIMITS 30 - 45 MINUTES / INCH P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT
PERCOLATION RATE DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER.
SILTY SOIL PLACED LEACHING SYSTEM:
ALONG TOE OF FILL L-1) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED
4" TOPSOIL 6' (TYP.) "EQUALIZER 24" INFILTRATOR HEREON.
SURFACE WATER CHAMBER LATERALS (TYP.) 10 - 15 MIN/INCH L-2) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF
DIVERSION SWALE /i 2% MIN. SLOPE PERCOLATION RATE LATERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO
5 MIN. FINISHED GRADE FILL MATERIAL HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF,
_ OR BY VEGETATION TO WITHIN 1/2" OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE FILL
1
IS REQUIRED ATOP NON-SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND TOPSOIL
REMOVED AND STOCKPILED FOR REUSE ON SYSTEM.
5 MIN.
77
y ;, -' L-3) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO
\/\/ /\/ / /\/�/\��/\%\/ / j / / i , \ \ __....�_. _\ ` _ CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES.
\\\\�\\\ \\\���/\j \\ \\\\\ \\ \\ \\ \� \\\\\ \ \ L-4) CONTRACTOR TO INSTALL LEACHING S/ / / / / //\ / /\// �\ (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS
\ — OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
/ / / / / / / / / / ; ;; i i i
\ A.y�A, VA VA v\ v\ VA,vv\ VA \A w v ! VA/V / /\//\////\//V ////V /v�//v i —
//i' \// //\//\///�i/\\/�\/ %//\//\//\i\//\/\/\/�/\/\/\/\/\i/\�\\�\\/\ \\/\\/\\�\\/\\�\\/\\/\/�\ \\ \\ \\ \\ \\, \\/ \ \\ \\ \ \ L-5) FILL MATERIAL FOR LEACH FIELD BED
\/\�\,�\/\/\� ��\/\/ \�\�\\��\/\/\//\��\�\//\// //\�� //\�/\�/ �� /� /� �/ // // ��\;�\�/"/ // ///// ///// //3' MIN. \' \/// '\/\ /\�/� /, FREE / SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND
/\\/\\//\ /\\� \/ ,\ \\;\ �� \\/\\ \\ \,� \\\ \� \j\\j\\j\\ \\ \\ \\ \\ \\ \ ��\/�\/\\\\, \\/\i \/\/ /\ / // /\ // // // // //\/\ // EE OF CLAY, ORGANIC MATERIAL AND NON-SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET
��' % /%� ' ' //, / / / / //� /\ \ \ /\/j\ \// \/ \/\\/\\/\\/\\/' (TYP.) j\\j�\\\\\\� \\ \\�\\ \\ \ \\ PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR
I N
�/ '/ '/\ //\,//\// // // /! // � ; //\/ // //\//\//\//, \/, % BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT
\//A/\%\� ;/ V\ vV� VV\iVVAi���iV\iVV\�AV\,vV\,.A\:vV\,�V\V A \V/ �/ \/\/ \/\! \/\/\/ �!��' /
� \i\ \ \�\\//j jj \ \ \/ /\%j\ WRITTEN RESULTS TO OWNER AND/OR ENGINEER.
/�X,X/VA/VA//VA �VA!� L-6) METHOD OF GROUND PREPARATION TO BE AS FOLLOWS:
/ / ON GRANULAR NATIVE OILS:
�\ < 1. REMOVE VEGETATION AND TOPSOIL; STOCKPILE TOPSOIL FOR PLACEMENT ON FINISHED
SYSTEM.
EXISTING GRADE; REMOVE SOD IN AREA
SEASONAL HIGH GROUND WATER
NOTE: L-5 OF FILL MATERIAL. AREA TO BE RAKED SCARIFIED \\ \\\\\i\ i\\/ 2. SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING PRIOR TO PLACEMENT OF
\/ /
PRIOR TO PLACEMENT OF FILL TO ELIMINATE //\% _�� /
D1 � i SPECIFIED GRANULAR FILL.
ANY SMEARING OF EXISTING SOIL
ON COHESIVE NATIVE SOILS SUCH AS SILT AND CLAY:
1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL
NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH.
LEACHING SYSTEM SECTION N.T.S. 2. ALL TREES AND STUMPS AT THE FILL SITE SHALL BE CUT TO GRADE AND REMOVED.
SCALE:
3. BRUSH, VINES WEEDS, GRASS, ETC. SHALL BE CUT TO GRADE AND REMOVED.
4. LEAVES, LIMBS AND BOULDERS ABOVE GRADE SHALL BE REMOVED.
5. THE FILL AREA SHALL BE PLOWED TO A DEPTH OF 7-8 INCHES WITH A MULTI-BOTTOMED BLADE
PLOW AND THE FURROW TURNED UPSLOPE.
6. FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED.
7. FILL SHALL BE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON USING A TRACK
TYPE MACHINE FROM THE UPSLOPE SIDE. (EQUIPMENT SHALL ALWAYS WORK FROM FILL MATERIAL)
PERMANENT MARKER
8. THE REQUIRED ABSORPTION SYSTEM SHALL BE CONSTRUCTED AFTER THE FILL MATERIAL COVERS THE
WATERTIGHT MANHOLE FRAME & COVER; ENTIRE MOUNDED AREA.
WATERTIGHT JOINT (TYP.)
OVER COVER SYRACUSE CASTINGS #1502 OR EQUIVALENT; 9. A CLAYEY LOAM OR SILTY LOAM CAP SHALL BE INSTALLED AS DEPICTED
GRADE TO DRAIN AWAY FROM COVER C ED ON THE PLANS.
WATERTIGHT SEALED 10. 7111E ENTIRE MOUND SHALL BE COVERED WITH TOPSOIL (MIN 4") AND SEEDED TO GRASS.
CONCRETE PLUG 24" FINISHED GRADE L-7) CONTRACTOR TO INSTALL LEACHING SYS
TEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS
12" MIN 24" MIN. OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
PRECAST CONCRETE RISER AS REQUIRED L-8) NEW LEACHING SYSTEMS ARE NOT DESIGNED TO HANDLE SWIMMING PO
. °
NON—SHRINK
WATER TO BE DIRECTED AWAY FROM NEW SYSTEMS AND DISPOSED OF AT DIRECTION WASH
OW ER WATER. BACKWASH
SOIL LINE FROM HOUSE T a � — � — INSTALL NEW OUTLET
T e • ° 300 a • — — PIPING � 1� SLOPE (MIN.) 4" OUTLET TEE GROUT .. TANKS/STRUCTURES:
MODEL A1801-4x22 RESIDENTIAL
TO PUMP
INLET - "ZABEL" FILTER OR EQUIVALENT STATION—~ T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES
15" - 18 1 I8" „ TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING.
18" EFFLUENT LINE j MIN. 4" PVC PIPE
LL T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT
MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON TH
INSTALL EFFLUENT 2 DRAWINGS" SEE GENERAL E RECORD
FILTER IN OUTLET TE p1 ( NOTES).
EXISTING SEPTIC TANK NOTE:
TO BE REUSED T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST
POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE
` • • IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE METHOD APPROVED BY ENGINEER.
HOUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER
MODEL A1807-4x22 FOR MODEL A1801 -4x22. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS. SHALL BE SLEEVED; SLEEVE TO ASTM
wA` �1 ~�`�� ~��'y� �^� �s`;~ �:\•��-�,'�,`�i�,/,;.�'��y C1227) WALL PENETRATIONS (
BE SEALED TO THE WALL WITH NON-SHRINK
�i�\��\��\\��\��\\\\\� \\/\\/\\/\\/\\�\\�\\�\\�\\�\ GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED
\ \ A/ % %�� TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS
T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR
WHEEL LOADING.
EFFLUENT FILTER DETAIL T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN DOCUMENT
SEPTIC TANK RIFIT DETAIL L`I SCALE: N.T.S. OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ELEVATIONS
SCALE: N.T.S.
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS; Q
SET 1/2" ABOVE GRADE
0 SUBMITTED FOR PERMIT TO CONSTRUCT RUH
(MIN.)
2" FORCE "EQUALIZER "
24 CHAMBERS DATE REV# ISSUED/REVISIONS BY
--� REMOVABLE COVER
MAIN 12"f PROVIDE ADJUSTABLE LEVELING 4" PVC F NE w DETAILS AILS
ll DEVICE ON EACH OUTLET D�
—i 1
______4" GRAVITY DISTRIBUTION LATERAL DISTRIBUTION BOX _ REPLACEMENT WASTEWATER DISPOSAL SYSTEM
0.5% MIN. SLOPE cm DUNHAM'S BAY LODGE -RESIDENCE
4" x 2" BUSHING END PLATE WITH )D71
NDL TEND END PLATE WITH � r; w
12" MIN. OF CLEAN SAND STANDARD END STANDARD INVERT . ROUTE 9L - DUNHAM'S BAY
2" MIN. -�—OR PEA GRAVEL FOUNDATION
QUEENSBURY, NEW YORK
FFS#3 FORT MILLER DISTRIBUTION JARREW - MARTIN ENGINEERS,, PLLC
H.TM JAFA& PROFESSIONAL ENGINEERING OUTLETS — 4 KNOCKOUTS BOX OR EQUIVALENT 4 'EQUALIZER 240 CHAMBER LATERAL DETAIL P .#57509 12 EAST WASHINGTON STREET PHONE: (518 792-2907
SCALE: N.T.S. Ic�ro2oa2 GLENS FALLS, N.Y. �
FAX: (518) 798-1864
*FSCZISTRIBUTION BOX DETAIL aiY00pBOFIMCR R�lL MHA
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GENERAL SPECIFICATIONS
CONTROL & ALARM PANEL(S) NOTES:
(1) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; SES SERIES, MODEL D10020 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS.
BY GOULDS PUMPS OR AN APPROVED EQUIVALENT; ENCLOSURE TYPE DICTATED BY
LOCATION. 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TESTING
AND ADJUST THROTTLING TO ACHIEVE 25-35 GPM DISCHARGE RATE. MARK VALVE
(2) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. OPERATOR(S) AT THIS POSITION.
(3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. 3) ENGINEER TO WITNESS OPERATION OF PUMP STATION AND CONTROL PANEL UPON COMPLETION
(4) VISUAL AND AUDIO ALARM.
ALARM ONTROL
PANEL PANEL (5) ALARM RESET AND TEST BUTTONS ON DOOR.
INSTALL PUMPS UNDER COVER TO FACILITATE
EASY REMOVAL AND INSTALL JUNCTION BOX (6) LOCATE AS DIRECTED BY OWNER.
WITHIN REACH OF COVER FOR MAINTENANCE
J— PURPOSES. (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED.
COORDINATE LOCATIONJ 10 POWER (SOURCE PER OWNER)
WITH OWNER PUMPS
JUNCTION BOX
(1) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER
SUPPLY.
EFFLUENT PUMP(S) — 2
(2) 3/4" SOLIDS HANDLING.
\ (3) GOULDS MODEL 3885, SERIES WE05M.
INLET FROM SEPTIC TANK — I — TO LEACHING SYSTEM
a ELECTRICAL SPECIFICATIONS
a d
CONTROL POWER
115 VAC
1 — 2" TEE W/ DRAIN BACK VALVE
(1)(2)(3) (4) (5)(6) R
AUX, HI—LEVEL ALARM NEW RELAY
PLAN VIEW (IN CONTROL PANEL)
(�) R
L1
R M WATER PUMP
SEPTIC EFFLUENT PUMP L2 (230 VAC, 1 PH)
TANK STATION (8)(9)
(1) PROVIDE SQUARE D SURGE
CATALOGARRESTER
#SDSA1I1175 OR EQUIVALENT AND PANELBOARD.
RAT D FORSURGE
240/ARRESTER
VACSHALL
SING BE PHASE
SERVICE.
(2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM
THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED TO THE
WATER SERVICE PIPING.
(3) RER DUPLEX QUIREMENTS)REM NTS)UBREAKER (PUMP POWER) AND CIRCUIT 1( POLE R15E AMP MATCH TO PUMP
CIRCUIT BREAKER
2" RISER WITH CAP FOR LIFT OUT (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD,
OR EQUIVALENT (COORD WITH OWNER) PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE PANELBOARD.
THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND
3" DIA. VENT PIPE (VENT MAY BE ROUTED SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING
TO TREE / BUILDING OR OTHER LOCATION HATCH COVER SIZING COORDINATED WITH OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOADCENTER.
FOR AESTHETICS / SAFETY REASONS) OWNER, TO FACILITATE EASY ACCESS TO
(4)
PUMPS DURING FUTURE MAINTENANCE ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL
REQUIREMENTS OF EACH COMPONENT.
FINISHED GRADE; GRADE HEAVY DUTY POLYETHYLENE LIFT OUT
(5)�� � 36,> CORDS (4 REQ'D) ATTACHED TO CONCRETE
PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL.
TO DRAIN AWAY FROM
HATCH COVERS 18 (MIN.) STEEL EYELET ANCHORED IN CON PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL.
NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED
THEY MUST BE INSTALLED IN EMT.
NEMA TYPE 6 "T" HANDLE VALVE OPERATOR JUST UNDER OPENING, (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP.
JUNCTION BOX REMOVABLE FOR USE WITH 2" VALVES, HANG NEAR HATCH (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE
8" HEAVY DUTY FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA
TANK COVER PITLESS ADAPTER OR EQUIVALENT 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED
FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL
2" TEE (2) LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED.
2" BALL VALVE (2) LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO
RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF
INLET FROM SEPTIC TANK — RELAY.
2ND ALARM & WATER SUPPLY SHUT OFF 3. TO LEACHING SYSTEM (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND
ALARM & LAG PUMP ON 1 FORCE MAIN (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT
3' FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE
LEAD PUMP ON PROVIDE REDUCING TEE WITH 1 " BALL
VALVE ON BRANCH; THROTTLE BALL VALVE BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE SACKFILLED WITH
14- ; .., CLEAN SAND FILL UNTIL CONDUIT ARE COVERED.
TO ALLOW "TRICKLE" FLOW BACK TO WET WELL;
PUMP OFF & PUMP ALTERNATE SWITCH TYP FOR TWO (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS.
MERCURY FLOAT SWITCHES (4 REQ'D) 6' ° �Y. ...:' "°<'
2" CHECK VALVE (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS.
SUBMERSIBLE EFFLUENT PUMP (2) (1 1) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY
NATIVE BACKFILL POWE.R_�xQRD _ APPLICABLE LOCAL OR STATE CODES.
THOROUGHLY COMPACTED j,_
T J :
i' �? (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE.
r2 PIPING
(13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF Q
WORK.
4'0 MANHOLE SECTION 12" (MIN.) COMPACTED CRUSHED STONE
BY FORT MILLER CO, INC. MATERIAL ATOP FIRM NATIVE FOUNDATION (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. 6/24/03 ® SUBMITTED FOR PERMIT TO CONSTRUCT RUH
OR EQUVALENT
PIPING SYSTEM DATE REV# ISSUED/REVISIONS BY
SECTION _
NOTES: (1) PUMP STATION PIPING: PUMP STATION PSI
SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. Q'�
1) LOCATE VALVE OPERATORS & JUNCTION BOX To 9♦ REPLACEMENT WASTEWATER DISPOSAL SYSTEM
PUMP STATION DETAIL BE READILY ACCESSIBLE THROUGH covER(s). (2) VALVES:
- PVC, BALL TYPE. #� DUNHAM'S BAY LODGE - RESIDENCE
1 SCALE: N.T.S. 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR SHUTOFF / THROTTLING - BALL VALVE - PVC ROUTE 9L- DUNHAM'S BAY
A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER.
� QUEENSBURY, NEW YORK
(SEE ELECTRICAL SPECIFICATIONS) �'X� .37`
PRECAST CONCRETE STRUCTURES s JARREW - MARTIN ENGINEERS, PLLC
(1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS JAFf Eff PROFESSIONAL ENGINEERING
OTHERWISE NOTED, ALL STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. P #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907
(2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO IGHTe2002 GLENS FALLS, N.Y. FAX: (518) 798-1864
WALL WITH NON-SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT _
ELASTOMERIC MATERIAL. �WLVA.� TRW JUNE 2003 PRO#02-068 SHEET: 4 OF 5
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wAucom enm+eu��. �"�
EROSION $ SEDIMENT CONTROL:
GEOTEXTILE FABRIC:
FILTER X, MIRAFI 100x, ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH
STABLINKA T140N,
GEOTEXTILE FABRIC OR EQUIVALENT; OVERLAP PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT
(SEE BEDDING DETAIL) & TIE JOINTS 6" MINIMUM �--18" MIN. CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION.
--�
SHEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE 0 CONTROL EROSION AND
j + STEEL OR 2" x 2" A SEDIMENTATION.
' HAR2D4WOODAPOSTS B �� ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY
i 1 �- 4 MINQ� STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER.
>�
18 ' MIN.
O .. o0 0�
/ ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT
TYPICAL
BUTT BALES TOGETHER, I.E.: NO GAP TIE POINTS \/\\\ \//\/ /\/ SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER.
4' MIN \ \/\\/�\\,, //`/' �' ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN
AND
LAYOUT FOR SHEET FLOW DRAINAGE o `''\''�''\�'\/' ' /
\/��/ MEDIUM RIP RAP (TYP.) PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT
fog GEOTEXTILE FABRIC RESUME UNTIL S H TIME THE P S CONTROL I ARE
REN PLACE
ED. TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND
UNTIL SUCH DIKE CONSTRUCTED USING ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL
I� 5' MAXIMUM MEDIUM RIP RAP OR RECYCLED
CONCRETE EQUIVALENT SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR
1
SECURELY FASTEN WIRE ORIGINAL GRADE APPROVAL.
FENCE TO POSTS &
FABRIC TO FENCE
NOTES:
LAYOUT FOR SHALLOW CONCENTRATED FLOW THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON
MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF
USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY.
"A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR GREATER FOR
WOVEN WIRE FENCE PERMANENT EARTH DIKES.
GEOTEXTILE FABRIC WRAPPED (14.5 GAUGE MIN.;
"B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND
AROUND HAY BALES, AS SHOWN ABOVE 6" MESH SPACING)
4 MIN. OR MAXIMUM 18" HIGH.
2" x 2" HARDWOOD STAKES OR RE-BARS
DRIVEN FLUSH WITH BALE; 2 STAKES
PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED FLOW 16" 20" MIN,
MIN.
8" MIN. (TYP. EMBED GEOTEXTILE ^�^7
I FABRIC MIN. 8" INTO [4]�SC7LEN
EENT CONTROL BARRIER: EARTH DIKE
OVERLAP FABRIC UNDISTURBED GROUND
@ STAKE .T.S.
BEDDING DETAIL 16" MIN.
NOTES: NOTE:
THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR
CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR SEMI-PERMANENT BASIS (1 YEAR MAXIMUM FOR EROSION CONTROL.
STREAM CHANNELS. )
HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION
CONTROL.
I� SEDIMENT CONTROL BARRIER: HAS BALE DIKE EDIMENT CONTROL BARRIER: SILT FENCE
SCALE: N.T.S. [Z]�SCALE: N.T.S.
SLOPE
SLOPE
15' f
swA�E
TO
15" MIN. oO�o COURSETOR VDEGETA ED
000°00 0�°oO�o EfRM AREA
00 Oo 000
000Oo0oa 0
5 f 000 Oo�� DRAINAGE COURSE
ODO OR VEGETATED AREA
ROADWAY OR
ROADWAY
OTHER
8" MIN.
GRANULAR SOIL
OR ROCK
WASHED CRUSHED STONE
OR RIP RAP &24= A� SUBMITTED FOR PERMIT TO CONSTRUCT RUH
12" MIN. j °��° 00°0 � 8" MIN DATE REV# ISSUED/REVISIONS BY
DOO �J % NOTE:000-0 MIN
�+ ✓JO THIS DETAIL
ISIAPPLICON ABLE
T ACTIVE
OR CLOSED
RUNOFF.TEMPORARY ROADWAYS TO a EROSION CONTROL DETAILSCONTR EC 1
REPLACEMENT WASTEWATER DISPOSAL SYSTEM
' DUNHAM'S BAY LODGE - RESIDENCE
®SEDIMENT CONTROL BARRIER: WATER BAR ROUTE 9L - DUNHAM'S BAY
NOTE: �,�,��. � QUEENSBURY, NEW YORK
SCALE: N.T.S. � o, °7�a
THIS DETAIL IS APPUCABLE TO ACTIVE ROADWWYS (TEMPORARY OR PERMANENT) TO � F
CONTROL ROADWAY EROSION AND / OR STOgMWATER RUNOFF. V l RRiJ' 1 1 - MARTIN ENGINEERS, PLLC
SEDIMENT COMM BARRIER: DRAINAGE DIVERSION TRENCH H. JARRETT PROFESSIONAL ENGINEERING
SCALE: N.T.S.
P . f57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907
16K a 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864
pLYCOFIMMlHBpV M1I3YATHA
RU EaALaw%LLNEOONMOE DTRM JUNE 2003 PRO#02-M SHEET: 5 OF 5
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9YALKSM BMO��iBUHtAWL drMQ PLOTTED!/REVISED:6I24/0a 12 00 PM