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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 #5a " 0 1 wCP 1;� J, oANSNpp GE VNT�S 4fo �O�ET.� #29 #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. '=e':.3'}a.,,r`t; --, t►s. # .{� -:n► 7' S :•: >+4.r.s :---k•' 4.c��" t2.+fi-t z^ti g+ n ,f, y '4 t !` ".y"4+` r t s.. a �JS^ } ' Y�+ F4ia1✓Y- ]'�F 3!T � •.:� Wd ta ,•..?* �.r Via fr :..:• i 1 `>"yY SITE PLAN '*`4`a^�'w"�"{',t,*VL?" � ��"•�.', t �� �e4-� ."+�fitr�*' s .�« �a •a } ` `'z - I � �,,�t '}���'f''ay+K+'}}¢,. �' Scale: SEE GRAPHICAL SCALE '' �iF{-5 v,+sgm..� } ,G*•i T'' . i � � �.*�.::.,. « �,,, -,� tµ a � � �- jic+a�e,,,gic r :.'t'*4. ";�,.'net'.�`w: ..r':3- -.`!a- 7 t`. �• '�` €4;''�+.*.� +?'�'..''�' + s •-�` f.. 'sa ,,. 'v-.•.". !'."'.•` � �" �. r' # e.1.::�„^r,` - "�� i tom, ,Y� -.� �, `a- 1 � '� `�..,• :t>�u �a i �t+*,;,�`�.�' ti-1'.-..r FwrT;,'Qt•:f),., 'tt 'x: "... y- r' `.�rfy "*`„;' _" y' � ! L` +, �" -'�. «t S t .><s.-:�rrY- i 4 •� .V4 -:� .<.*. a a�wR-iI T � y .{ ;i.� � �r- `.'M' a' ,,,. ,.,.,^• �., .. .,,i S- ..4 .'*, > y"' '.n'`rge.fi 4,.` ;. Y ._, 11,64 - r ■ Y LEGEND : DING �� ' �T ;,,, 4.; +a., IL �k,. V L� ('� ..M.♦•+'R`s .. F ''"'`}3 F �' ,'`�j'ri;joS•3''- zi k' i s + • '#c, ., V �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 C / / � � � i!�� � 4 y,c. +5... `- � ;, •iw .f� 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 E: Awe JUNE 2003PRO#02-068 SHEET: 3 OF 5 N.T.S. ■.IJESEPLOWLWCONeo6�7F AU MiMOFM 00CUMWr8 l 2089061903 DUNHAMS BAY RES WW. BVALEOWDEi ELKAWR�. dwg PLOTTED/REVISED:04/03 12.'00PM 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 wowAM AL7MMMW7ft ooaireUMMI 2088061903 DUNHAMS BAY RES WW. PLOTTED/RE11M:04/03 12:00 PM 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 MDWM AUWWMCF7W D0CUMWr8CEPr 20OW903 DUNHAMS BAY RES WW. 9YALKSM BMO��iBUHtAWL drMQ PLOTTED!/REVISED:6I24/0a 12 00 PM