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Home My WebLink AboutEngineered Plans - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. NOTES TO OWNER: 1 JOB NO. Y14-22 4' DEEP IMPERVIOUS NOTES 1. SYSTEM IS FOR DISPOSAL OF SANITARY SEWAGE ONLY. KITCHEN GREASE Perkow2.dwg BARRIE�--125 L.F. OF 1. SHOULD BE PUT IN THE TRASH. i 2. 40 MILT POLYETHYLENE Q 2. SEASONAL USE --IF POWER IS TO BE SHUT OFF IN WINTER REMOVE THE LOCUS IS IN FLOOD ZONE AE (EL 11) ON FIRM PANEL 0588J DATED JULY 16, 2014. v (MILLED BREAKOUT**) ALL PIPES TO BE 4" SCH 40, AND PITCHED AT i/4" PER FOOT. (UNLESS NOTED) HYDRAULIC UNIT (DISCONNECT AT UNIONS) FROM THE HYDRAULIC UNIT BOX. f N/F MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. OR EQUAL --TOP BAR - 6. 3. OPERATION AND MAINTENANCE AGREEMENT --OWNER MUST AT ALL TIMES 0 Doher La. n 7. RIER=616, GRADE ABOVE a RETAIN A PERSON OR FIRM COMPETENT TO OPERATE AND MAINTAIN SYSTEM. JENKINS =7•0 D -BOX EXIT PIPES TO BE LEVEL ;FOR FIRST TWO FEET. THIS FIRM/PERSON TO INSPECT SYSTEM EVERY 6 MONTHS AND ANYTIME THERE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. ** BARRIER IS STIFF IS AN ALARM EVENT. SCALE 10. & OBTAINABLE FROM LOCATION MAP 4. OWNER TO PROVIDE ANY PROPOSED BUYER OF PROPERTY WITH A COPY OF IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, MILLER IENVIRONMENTAL CONTACT THE BOARD OF HEALTH; OR R.J. CADILLAC. DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATE FOR GENERAL USE ; 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 2' AROUND AND UNDER LEACHING 508-697-3710. FOR THE PERC-RITE DRIP DISPERSAL SYSTEM. (www. mass.gov/dep) 20.3' 13. 5. IRRIGATION SYSTEMS NOT ALLOWED IN AREAS WHERE DRIP TUBING '2 i8 IS INSTALLED. EXISTING I ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. HOUSE TEST HOLE nATPqo DEPTH (inches) ELEV.(feet) PROPOSED UNLOCK BLOCK WALL --SEE CROSS SECTION i i NO. 28 WALL CROSS SECTION I 4.51 SCALE 1 2 ... 4.3 "' '' 24 0 15' X 40' LEACHING BED WITH 480 L.F. OF DRIP TUBBING 12 ROWS SPACED AT 1.25' BETWEEN ROWS. PROPOSED TOP WALL=6.8 NEAR LEACHING AND TANKS TAPER ,NEAR ENDS UNILOCK CONCORD OR ROMAN WALL PER MANUFACTURER SET EACH BLOCK BACK I" 3/4" TOWARDS RETAINED SOIL FOR AN J UNBALANCED SOIL HEIGHT UP TO 4 FEET. GROUND VARIES FROM 4.0 TO 4.2 USE A MINIMUM of ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP Float Tree 10" cover BENCH MARK --MAG. NAIL SET IN PAVEMENT= 4.51 NAVD88CR.77 26, x 3.82 N 83.18' 30" E W4.361 4.21 PROPOSED SWALE 2' OFF _ - - o WALL TO KEEP WATER FROM 4.09 FLOWING TO NEIGHBORS. COPING 11 - x.12 <_ - �, 981 HB 1 N /F PROPOSEDSW 2' I x 11 w TH1 10� , KIRWIN 1 1 X 1 17'7---- r +- 6IL1i1'j it 3,99 U J 0 PERFORMED BY: Steve Haas & Ron Cadillac WITNESSED BY: Amy Von Hone, RS, MPH 9" PERC RATE: <2'-00"/inch (C & B layers) SOIL' �SURVEY(1993): Deerfield loamy fine sand 6 Smart Vents GEOLOGIC MAP(1986): Harwich outwash plain deposits Within 12" of grade 18' Or Equal PERC-RITE DRIP DISPERSAL Invert 5.69 ICover to Grade 15' X 40' LEACH AREA TOP SLAB=7.4 Proposed (See Sheet 2) 32„°. HYDRAULIC UNIT Manifolds above 7.05 MIN. 7.3, (gnat over) (See Sheet 2) Drip tubes 40" �� Insulate Insulate 6 SLAB 8" X 6„ 14" uss 15• 1 XU) ------ - 1/2" _-INTERLOCKING OLD HOUSE TO 1 BLOCKS BE REMOVED 24 �8 a 1 Invert 5.17 FOUNDATION DESIGN See Detail Floats 6.5 �:. -o -� � u= BY OTHERS 84" Proposed 6.55 Bottom of wasteflow x s.9E,y---" a'r b I 6'� ; : � o ' 3 P Pump 5 15 21 : Top of Wasteflow Dripline set level PROP Fp PR�p SED :. ' EXISTING B Prop. Mono Filter Dripline set level U, �� .w 'T 1 ' 4`x:2 4,(.; U, USE **2 5 Bottom 0 5 Two ompartmt Supply Line _ O o 9 BENCH MARK--N.E. CORNER OF 1 N o 7.3- I j 6I,y''•' 22.0' NO• 50 Proposed H-10 2000 Gal Return Line - CONC. UTILITY PAD= 5.27 NAVD88 ' $TON I tS F d': YY Septic Tank (Below frost line) Highest Monitoring Well reading -1.5 114 I t �� 1 (Cs� 41j G I -� 4.�I 16 A2.34 3.59 26 w/Waterproofing 1 4' :. _ - -.fi.. ....... 1 Biotube Pro Pak ,4'• 6 _ �'7 �i Pump System 20 Min. Diam. Hole in Tank 1" _�- X Check \Valve ALARM PEAK ENABLE DRIP ENABLE OFF 40" 38" 36" 35" Hole*** 24" PROPOSED MONOLITHIC TWO COMPARTMENT H-10 2000 GALLON SHOREY SEPTIC TANK SECOND COMPARTMENT TO BE 500 GALLON WITH WATERPROOFING MONOLITHIC 2000 GAL. H-10 SEPTIC TANK & CHAMBER WEIGHT OF EMPTY TANK AND 10" OF COVER TANK= 11.44 TON (PER SHOREY) 10" COVER=.83' X 6.83' X 12.83' X 0.055 TON/CU. FT. 10" COVER=4.00 TON TOTAL= 11.44 TON + 4.00 TON = 15.44 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.1 -0.59) X 6.83' X 12.83' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.86 TON TANK AND 10" COVER ARE HEAVIER BY 8.6 TON. LEGEND T 1 TEST HOLE LOCATION, NUMBER PW- PROPOSED WATER LINE - - -/ - EXISTING WATER LINE MARKINGS u 9.5 x 7.2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ",-"6`--- EXISTING CONTOUR 8-- PROPOSED CONTOUR ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) REVISED 2/06/15 ---SHEET ONE ONLY --TANK & PROP. WATER LINE REVISED 1/30/15 - - - SHEET ONE ONLY--SWALE REVISED 1/15/15 - - - SHEET ONE ONLY--SWALE ADDED 0 x 1� '24.� I s.� _ _______--- T , 11, N DESIGN DATA 241 1 t� - 4.15 -D 6 SER X 46 LEACH AREA _ •-� 1 4.54 I IIS (644 L.F. OF DRIP TUBE)_- _, v 11 11 BEDROOMS: 4 Cover to Grade Y 4 4 ' LOT --9A - ' USE 480 LINEAR FEET OF PERC-RITE 1/2" DRIP Q L___--- I GARBAGE GRINDER: No ' 17' 7571 ±S.F. ', 2 TUBING SET LEVEL AND 1.25' ON CENTER USING 1 ZONE, Quick Disconnect/ 1 REQUIRED CAPACITY: 440 GPD 1 - 82.28' x 4. - � w WITH 2 LATERALS WITH 6 RUNS PER LATERAL SET IN Union I , ' PROPOSED SEPTIC TANK/PUMP: 2000 GAL. i A 15' X 40' SAND MOUND. SEE DETAIL ON SHEET 2. Gate Valve ' A 7 s 83.1830 W 4 4.32 5.27 � f�4,53 1-- - 4.1.8_ � BOTTOM _APER-; _ 600 SF y - ""� EDESIGN CAPACITY: 444 GPD 1 1 2",` Supply Line x 4.89 `488 -_477 sirLAN PROPOSED 2' REMOVAL I - 4.53 [(600SF) X .74 GPD/SF] I ORENCO' 12" NATURAL GRADE AT STREET=4.9x 5,14 x 48 600 SF/2=300 LF NEEDED -DEP REQUIRES 400 LF DO" 2' REMOVAL ALL AROUND AND UNDER OF A LAYER SCREENED USE 12-40' TUBES=480 LF--SPACING=15'/12=1.25' ONLY. PUMP VAULT 5,16 SET 1ST ROW IN 1.25'/2=0.625" (7 1/2") FROM I (PVU68-1819) 5.421011 EDGE OF LEACHING BED. 4' DEEP IMPERVIOUS BARRIER PUMP SIZED & SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 440 GAL. PROVIDE IMPERVIOUS BARRIER AS SHOWN ALL AROUND SUPPLIED BY OAKSON`, INC. TO SERVE ZONING DISTRICT: R25 DRIP DISPERSAL ® 5.33 FRONT YARD 24.25'* BED I SIDE YARD 15' ***Pass -Through Hole Size= SIDE YARD 15' 4" Diam Min H I •th TIMED DOSES: (SEE SHEET 2) 1' REMOVAL. j . o e wi a 6" x 12" Slot Better *203.5 (1)--24.0 + 24.5/2=24.25' OAKSON RESPONSIBLE FOR PROVIDING PUMP I HIGH POINT IN ROAD=5.4 25% LOT COVERAGE= 1892 SIF AND SIZING PUMP TO CONDITIONS SHOWN BIOTUBE FILTER **FINISHED GRADE=4' MIN. ABOVE BOTTOM FOOTING I SPECIAL NOTES: 1. EXISTING TWO BEDROOM DWELLING (INOT SHOWN) IS TO BE REMOVED. 2. IOCUS IS IN AN AE (11) FLOOD ZONE 3. GROUND FLOOR TO BE AT GRADE .OR ABOVE AND STORAGE ONLY. 4. GUTTERS TO RUN TO DRY WELLS, OR USE A STONE DRIP TRENCH. 1 M -E THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED S P AND SI ATURE�-It- IIA OF M,qs �-CN OF MAS RONALD RONALD Grm" o JAMES JAMES CADILLAC ! " CADILLAC `n # 1060 # 35779 9 y GIs F- lq�cEsS\0OQ R`J �'4lVIfi��1�� o su i 1l I HEALTH AGENT APPROVAL DATE i 3.95 2.45 0.6 -3 05 HAND BORING 1 & MONITORING WELL (06/13/14) DEPTH (inches) ELEV.(feet) 0 8„ U 26" 0- 27" 27" 30" 63" A layer 10yr 3/4 loamy sand B layer 10yr 5/8 loamy sand hiychest monitoring_ well reading 5:115 pm C layer 10yr 6/6 medium sand -1.3 Ix A n- oath Health Department TrVED SITE PLAN I"4ame gate r. FOR �•�� / SANDRA PERKOW II � LOT 9A, 46 DOHERTY LANE, WEST YARMOUTH, MA i DECEMBER 3, 2014 SCALE: 1 "=20' a2@go 0 FEr 10 ?U 15 HEALTH DEPT. 'RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 02014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 2 JOB NO. Y14-22 NOTES Perkow2.dwg 1. LOCUS IS A.M. 15, PARCELS 9. F830/20 SB13/52 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM 21 AND VERTCOM. Q 3. LOCUS IS IN FLOOD ZONE AE (EL 11) ON FIRM PANEL 0588J DATED JULY 16, 2014. v 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT i/4" PER FOOT. (UNLESS NOTED) Radio 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. L° Q 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 0 Doher La. n 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". a 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL ;FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS TO GRADE --1 OVER PUMP. AND 1 ON HYDRAULIC UNIT. SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH; OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 2' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. TEST HOLE 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. (S. HAAS --11/13/13) TEST HOLE nATPqo DEPTH (inches) ELEV.(feet) 0 PERFORMED BY: Steve Haas & Ron Cadillac WITNESSED BY: Amy Von Hone, RS, MPH 9" PERC RATE: <2'-00"/inch (C & B layers) SOIL' �SURVEY(1993): Deerfield loamy fine sand 6 Smart Vents GEOLOGIC MAP(1986): Harwich outwash plain deposits Within 12" of grade 18' Or Equal PERC-RITE DRIP DISPERSAL Invert 5.69 ICover to Grade 15' X 40' LEACH AREA TOP SLAB=7.4 Proposed (See Sheet 2) 32„°. HYDRAULIC UNIT Manifolds above 7.05 MIN. 7.3, (gnat over) (See Sheet 2) Drip tubes 40" �� Insulate Insulate 6 SLAB 8" X 6„ 14" uss 15• 1 XU) ------ - 1/2" _-INTERLOCKING OLD HOUSE TO 1 BLOCKS BE REMOVED 24 �8 a 1 Invert 5.17 FOUNDATION DESIGN See Detail Floats 6.5 �:. -o -� � u= BY OTHERS 84" Proposed 6.55 Bottom of wasteflow x s.9E,y---" a'r b I 6'� ; : � o ' 3 P Pump 5 15 21 : Top of Wasteflow Dripline set level PROP Fp PR�p SED :. ' EXISTING B Prop. Mono Filter Dripline set level U, �� .w 'T 1 ' 4`x:2 4,(.; U, USE **2 5 Bottom 0 5 Two ompartmt Supply Line _ O o 9 BENCH MARK--N.E. CORNER OF 1 N o 7.3- I j 6I,y''•' 22.0' NO• 50 Proposed H-10 2000 Gal Return Line - CONC. UTILITY PAD= 5.27 NAVD88 ' $TON I tS F d': YY Septic Tank (Below frost line) Highest Monitoring Well reading -1.5 114 I t �� 1 (Cs� 41j G I -� 4.�I 16 A2.34 3.59 26 w/Waterproofing 1 4' :. _ - -.fi.. ....... 1 Biotube Pro Pak ,4'• 6 _ �'7 �i Pump System 20 Min. Diam. Hole in Tank 1" _�- X Check \Valve ALARM PEAK ENABLE DRIP ENABLE OFF 40" 38" 36" 35" Hole*** 24" PROPOSED MONOLITHIC TWO COMPARTMENT H-10 2000 GALLON SHOREY SEPTIC TANK SECOND COMPARTMENT TO BE 500 GALLON WITH WATERPROOFING MONOLITHIC 2000 GAL. H-10 SEPTIC TANK & CHAMBER WEIGHT OF EMPTY TANK AND 10" OF COVER TANK= 11.44 TON (PER SHOREY) 10" COVER=.83' X 6.83' X 12.83' X 0.055 TON/CU. FT. 10" COVER=4.00 TON TOTAL= 11.44 TON + 4.00 TON = 15.44 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (3.1 -0.59) X 6.83' X 12.83' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.86 TON TANK AND 10" COVER ARE HEAVIER BY 8.6 TON. LEGEND T 1 TEST HOLE LOCATION, NUMBER PW- PROPOSED WATER LINE - - -/ - EXISTING WATER LINE MARKINGS u 9.5 x 7.2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ",-"6`--- EXISTING CONTOUR 8-- PROPOSED CONTOUR ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) REVISED 2/06/15 ---SHEET ONE ONLY --TANK & PROP. WATER LINE REVISED 1/30/15 - - - SHEET ONE ONLY--SWALE REVISED 1/15/15 - - - SHEET ONE ONLY--SWALE ADDED 0 x 1� '24.� I s.� _ _______--- T , 11, N DESIGN DATA 241 1 t� - 4.15 -D 6 SER X 46 LEACH AREA _ •-� 1 4.54 I IIS (644 L.F. OF DRIP TUBE)_- _, v 11 11 BEDROOMS: 4 Cover to Grade Y 4 4 ' LOT --9A - ' USE 480 LINEAR FEET OF PERC-RITE 1/2" DRIP Q L___--- I GARBAGE GRINDER: No ' 17' 7571 ±S.F. ', 2 TUBING SET LEVEL AND 1.25' ON CENTER USING 1 ZONE, Quick Disconnect/ 1 REQUIRED CAPACITY: 440 GPD 1 - 82.28' x 4. - � w WITH 2 LATERALS WITH 6 RUNS PER LATERAL SET IN Union I , ' PROPOSED SEPTIC TANK/PUMP: 2000 GAL. i A 15' X 40' SAND MOUND. SEE DETAIL ON SHEET 2. Gate Valve ' A 7 s 83.1830 W 4 4.32 5.27 � f�4,53 1-- - 4.1.8_ � BOTTOM _APER-; _ 600 SF y - ""� EDESIGN CAPACITY: 444 GPD 1 1 2",` Supply Line x 4.89 `488 -_477 sirLAN PROPOSED 2' REMOVAL I - 4.53 [(600SF) X .74 GPD/SF] I ORENCO' 12" NATURAL GRADE AT STREET=4.9x 5,14 x 48 600 SF/2=300 LF NEEDED -DEP REQUIRES 400 LF DO" 2' REMOVAL ALL AROUND AND UNDER OF A LAYER SCREENED USE 12-40' TUBES=480 LF--SPACING=15'/12=1.25' ONLY. PUMP VAULT 5,16 SET 1ST ROW IN 1.25'/2=0.625" (7 1/2") FROM I (PVU68-1819) 5.421011 EDGE OF LEACHING BED. 4' DEEP IMPERVIOUS BARRIER PUMP SIZED & SEPTIC/PUMP CHAMBER STORAGE CAPACITY: 440 GAL. PROVIDE IMPERVIOUS BARRIER AS SHOWN ALL AROUND SUPPLIED BY OAKSON`, INC. TO SERVE ZONING DISTRICT: R25 DRIP DISPERSAL ® 5.33 FRONT YARD 24.25'* BED I SIDE YARD 15' ***Pass -Through Hole Size= SIDE YARD 15' 4" Diam Min H I •th TIMED DOSES: (SEE SHEET 2) 1' REMOVAL. j . o e wi a 6" x 12" Slot Better *203.5 (1)--24.0 + 24.5/2=24.25' OAKSON RESPONSIBLE FOR PROVIDING PUMP I HIGH POINT IN ROAD=5.4 25% LOT COVERAGE= 1892 SIF AND SIZING PUMP TO CONDITIONS SHOWN BIOTUBE FILTER **FINISHED GRADE=4' MIN. ABOVE BOTTOM FOOTING I SPECIAL NOTES: 1. EXISTING TWO BEDROOM DWELLING (INOT SHOWN) IS TO BE REMOVED. 2. IOCUS IS IN AN AE (11) FLOOD ZONE 3. GROUND FLOOR TO BE AT GRADE .OR ABOVE AND STORAGE ONLY. 4. GUTTERS TO RUN TO DRY WELLS, OR USE A STONE DRIP TRENCH. 1 M -E THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED S P AND SI ATURE�-It- IIA OF M,qs �-CN OF MAS RONALD RONALD Grm" o JAMES JAMES CADILLAC ! " CADILLAC `n # 1060 # 35779 9 y GIs F- lq�cEsS\0OQ R`J �'4lVIfi��1�� o su i 1l I HEALTH AGENT APPROVAL DATE i 3.95 2.45 0.6 -3 05 HAND BORING 1 & MONITORING WELL (06/13/14) DEPTH (inches) ELEV.(feet) 0 8„ U 26" 0- 27" 27" 30" 63" A layer 10yr 3/4 loamy sand B layer 10yr 5/8 loamy sand hiychest monitoring_ well reading 5:115 pm C layer 10yr 6/6 medium sand -1.3 Ix A n- oath Health Department TrVED SITE PLAN I"4ame gate r. FOR �•�� / SANDRA PERKOW II � LOT 9A, 46 DOHERTY LANE, WEST YARMOUTH, MA i DECEMBER 3, 2014 SCALE: 1 "=20' a2@go 0 FEr 10 ?U 15 HEALTH DEPT. 'RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 02014 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 2 TYPICAL SYSTEM HYDRAULIC PROFILE NTS HOUSE . HYDRAULIC NIT is FLUSH RETURN FROM HU ' ZONE 1 PUMP CHAMBER pop SEPTIC TANK/ COMMON RETURN TREATMENT UNIT SUPPLY TO HYDRAULIC UNIT I I INSTALLATION INSTRUCTIONS TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL -�• NTS 1. Measure the distance from the bottom of the tank. to 6" down from the top of the riser. I D=THE DAILY DESIGN FLOW FOR THE SITE Cut the extension pipe (by others) to the length necessary to reach this height. Cut 1/2 (N❑TEi IF .THIS VOLUME IS NOT AVAILABLE of the pipe down 12 to 18 away from the to of the pipe for um dischargepipe. MAXIMIZE. `ST❑RAGE VOLUME IN TANK, BY P P y P P P pump g Detail A PLACING THE ALARM FLAT AS CLOSE T❑ 12" to 18" away from the top of the pipe for pump discharge pipe and attach to ,riser (see detail A). THE .OUTLET ELEVATION AS POSSIBLE THEN 2. Glue the extension coupling (by others) to the extension pipe and to the Cool Guide. PLACE PEAK ENABLE FL❑AT:HALF WAY 3. For re -use of existing concrete pump chambers: glue on the Cool Guide flat cap and place BETWEEN THE ALARM AND DRIP ENABLE the Cool Guide firmly anace exense rser, wIn the bottom of the tk. Atth thtion to thiith FLOATS FLOAT TREE CH .80 UNION the extension to the riser, with the anchors as shown. ATE VALVE 4. For use in new concrete pump chambers: Anchor the flat cap to the bottom of the tank JUNCTION BOX HOLE E T� in the proper location to hold Cool Guide and extension. The cap may or may not be HE glued to the device. Attach the extension with the anchors as shown. DRILLE 5. Place the pipe dope on the Cool Guide adapter threads and thread them into CH CK VALVE SUPPLY p FLUSH RETURN TO pump discharge. ADAPTER LINE BELOW SEPTIC TANK. j C\-Rr4DIUS . RAM INE ADAPT ADAPFIP TER 1/2" FLEXPVC 4' TYPDRIP j LOOP TUBING NOTE; ALL DRIP LOOPS ARE To BE ,LOCATED 2' ABOVE THE DRIP LINE TO ALLOW FOR THE LOOPS TO DRAIN TYPICAL DRIP LOOP CONNECTION RIGID FOAM INSULATION HYDRAULIC UNIT HU 6. Attach cooling collar to adapter with set screw provided. COOLING COLLAR :11=11 TO BE INSULATED PVC Primed Treaded Connection :II,/Icll :llp;ll and Gluedwith Teflon Tape 7. Glue pipe in fl p p to ow collar and with pump attached, lower into the guide tube. Drip Tubing ATTACH AS PER Flex Pipe Barbed 'Ram NU Adapter Fitting nsert Fitting PVC FIP fl Connecting Drip Tubing to Flexible PVC .Pipe RIGID FOAM INSULATION HYDRAULIC UNIT HU 6. Attach cooling collar to adapter with set screw provided. COOLING COLLAR :11=11 TO BE INSULATED 6" OF GRAVEL :II,/Icll :llp;ll FROST OR X11-11� INSULATED 7. Glue pipe in fl p p to ow collar and with pump attached, lower into the guide tube. FLUSH 'RETURN ATTACH AS PER a NU \UNDISTURBED 1=11EAn_ 11c 8. Attach to discharge pipe, valves, and connect electrical as specified. 9 P P P 1-1/2" SCH 40 NOTE 1 TO HYDRAULIC UNIT COUPLING EXTENSION COLLAR .. I CD ALARM T 1_11_=11_%11� (BY OTHERS) 2" WATERTIGHT SEAL 1=11 11-11 1=�1=11.1 PVC COUPLING INSERT (BY OTHERS) -PEAK EN LE INLETS 2„ P ENA x.11=11=11=1 o oleo10OFF e000 -11.11.11.11=' FLOW > �s FLOW o e o o'o SEE INSERT 36" -11x11%11=11s1�= SCH 40 PVC 3 11-1\-\\=1\:1\S1 =11'-11.1111.Ir COOL GUIDE 1111=11-11=1111=11�"" OPTIONAL AND PUMP FLAT CAP ANCHOR BOLT 30' MAXIMUM DIST THROUGH END CAP Cool Guide Patent No. 6,262,689 1 STANDARD DRIP SYSTEM DETAILS' BE LOCATIED ABOVE DRIP TING NG (TOP FEED MANIFOLD) � TO ALLOW THE MANIFOLD TO DRAIN I AIR RELEASE I,1II,AIR RELEASE VALVE I VALVE RETURN MANIFOLD TO BE LOCATED ABOVE DRIP TUBING %m ®: TO ALLOW THE MANIFOLD TO DRAIN PRESSURIZED '`; w PRESSURIZED DRIP TUBING °* t DRIP TUBING �..:+ � `� � °° � ass � � p iF : �!°♦ i e�� + CHECK g°°ss Amo ®moi` °i# ®" VALV 44 IN- !� / FINISHED GRADE °' �+ � \,n , VERTICAL INSULATED 1/2 PVC DRIP TUBING /� I VERTICAL INSULATED SUPPLY PIPE RIGID INSTALLATION DEPTH / 112" ID RETURN PIPE \ 1/FLEXC 1/FLEXC RIGID (PER COLD CLIMATE (PER COLD CLIMATE 6"-12" AS d NOTES) MAIN SUPPLY PIPE BELOW FROST LINE PER DESIGN NOTES) FORCE MAIN INSTALLATION DEPTH TO BE BELOW THE FROST LINE NOTE: THE DRIP TUBING SHALL BE THE LOWEST POINT TO ALLOW FOR DRA FROM BOTH THE VERTICAL INSULATED SUPPLY AND RETURN PIPES DRIP TUBE SPACED 1.25' (15") APART SET LEVEL ON SAND BED 40' COMMON RETURN PIPE BELOW FROST LINE SUPPLY LINE RETURN LINE HYDROLIC UNIT ------------------------------------------------------- 15" (i 1 � I � J. 40 0 1 0 I I I , "I I I I 1 1 I I o I i ` AIR RELEASE FLUSH RETURN LINE VALVE (TYP:) Z126 i r 1 ZONE, 2 LATERALS, 6 RUNS/LATERAL SCALE: 1 "=6' EDGE OF SAND BED I DUIT T0, PANEL CONTRACTOR V VERTICAL PIPE :11=11 TO BE INSULATED 6" OF GRAVEL :II,/Icll :llp;ll 8' OF 'STATIC LIFT TO HU (MAX) 911.�11�1/ FLUSH 'RETURN '��cll�ll ZONE 1 SUPPLY NU ZONE 2 SUPPLY PUMP DISCHARGE TO DRIP ENABLE FLOAT ELEVATION I 1" NOTE: 1. THE AIR RELEASE VALVES 2. EACH ZONE TO HAVE SHALL BE PLACED AT THE TWO AIR RELEASE VALVES. HIGHEST POINT ON THE RETURN LINES TO BE SUPPLY AND RETURN LINE CONNECTED A COMMON FOR EACH ZONE. RETURN LINE. VALVE BOX WITH YL' MIN. RIGID FOAM INSULATION INSERTED UNDER COVER FROM DRIP FIELD A RELEASE VALVE CHECK VALVE LAST LATERAL CONNECTION ZONE t A 6� TO, COMMON FIRST LATERAL RETURN CONNECTION ZONE 2 AIR RELEASE & CHECK VALVE DETAIL eturn YP) •n )Id TYPICAL MANIFOLD CONNECTION NTS NOTE; ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO ALLOW FOR THE PIPES TO DRAIN NOTE: PUMP CHAMBER AND SEPTIC TANK. ARE COMBINED, NOT AS SHOWN ON THESE STANDARD DETAILS } i i HYDRAULIC. UNIT DE I AIL Supply Vafve Flowmeter Disc Filters Field Flush Valve Z r"61 I Backflush Valve 11/" Supply From Pump Tank I AIR RELEASE 1/2" SUPPLY &RETURN VALVES WITH MANIFOLD LOCATED ABOVE FINIS GRADE COVERS TO DRIP TUBING TO ALLOW PERC-RITE DRIP TUBING VERTICAL'SUPPLY GRADE MANIFOLDS TO DRAIN '(Z121000NFIGURATION) & RETURN LINES TO BE INSTALLED 8"ABOVE INSULATED (PER D(ISTI NGGRADE COLD CLIMATE NOTES) DRIP TUBI,NG COVER TO. I CONSIST OF 3" OF CLEAN SAND WTH 3" OF LOAM AND SEED ON TOP 71 MAIN SUPPLY & 5' MIN ;. `.1/2" PVC FLEX RETURN LOCATED COMMON RETURN °:•; ' ABOVE DRIP TUBING TO ALLOW %. • •. LINES LOCATED DRAINAGE BELOW FROST LINE EStiWT '', i SOIL HORIZON A TO BE REMOVED AND REPLACED WITH SAND MEETING TITLE'S SPECIFICATIONS 310 CMR 15.255 FERC -RITE FIELD (15'x 40' (NOT TO SCALE) I 11/" Return To Septic Tank (Gravity 0.5% MIN.) 1 " Common Return 1 "Zone Supplies 3 a1 ,ZN OF MgsS9 -CN OF M,1 -06. RONALD cyG�m S RONALD JA JAMES o MES o °CADILLAC " CADILLAC "' # 1060 # 35779 �o FESS\ '(0 �' SANITAR�PN "�� tig LJ R4 GENERAL CONSTRUCTION NOTES 1. The system shall not be installed in wet or frozen soils. 2. Do not park, drive large equipment or store materials on the dispersal area. No activity should occur on the dispersal area other than the minimum required to install the system. 3. All Installation and construction techniques shall conform to the state and local codes pertaining to on-site wastewater systems and the permit for the site. 4. If site conditions are determined to require the installation of the system to deviate from the design plans, all work shall stop immediately and the designer and inspector shall be notified. Any ongoing work shall be the sole responsibility of the contractor. 5. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher (< 6" wide), by hand trenching, or by scarifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in the state code.. For sand fill systems, cover consisting of 2" of the same sand and then topsoil meeting the approved depth requirement shall be provided. 6. All drip tubing is to be installed parallel to the contour. 7. Air release valves shall be placed below the ground surface in a valve box but at an elevation above the highest drip line in that particular zone. 8. Vegetative cover, must be replaced for installations where it is removed or buried during installation. 9. All cutting of rigid pvc pipe, flexible pvc, and drip tubing of size 2" or smaller shall be accomplished with pipe cutters. No sawing is allowed. 10. All rigid pvc pipe, flexible pvc pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent construction debris from entering the pipe. 11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer prior to being glued. 12. All pvc pipe and fittings shall be sch 40, 13. Whenever possible, all force mains shall be tested for leaks prior to being back filled by pressurizing the system and observing for leakage. 14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on a bed of 4" - 6" thick4" gravel in a location within 30' of the `pump. 15. If standing water is a problem in the vicinity of the hydraulic unit, a screened drain to daylight is required. 16. Electrician to pro' ide separate circuits for the pump and controls/a'larm, or as required by state and local codes. 17. All conduit entering into the control panel shall be sealed at both ends to prevent condensation inside the panel. COLD CLIMATE CONSTRUCTION STANDARDS 1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes. 2. All pipes entering and leaving the hydraulic unit shall elbow vertically down 900 to a depth below the frost line prior to extending away from the unit horizontally. 3. The supply and return lines shall be installed below the frost line. When this is not possible, rigid foam insulation (min 1" thick) shall be placed over those, pipes that are above the frost line. 4. The vertical sections of pipe that travel through the frost zone 'and connect the supply and return lines to the manifolds shall be insulated sch 40 pvc pipe. 'Insulation shall consist of foam pipe wrap insulation and 1" rigid foam insulation strips made Into`a box. (see insulation detail) 5. Rigid foam insulation shall be placed over the supply and return manifolds 'so that at least 6" of insulation extends each direction beyond the fittings. (see insulation detail) 6. Air release valves shall be insulated with bagged styrofoam peanuts or equivalent placed inside the enclosure around the air release valve.; 7. All loops connecting drip runs shall be slightly elevated (minimum 1" - 2") so that they drain into the drip tubing after the pump shuts off. It Is the contractor's responsibility to ensure that these loops stay elevated during and after the loops are backfilled. 8. Dense vegetative"cover is to be established over the supply trench, return trench, manifolds, and drip tubing prior'to the first exposure to freezing temperatures. If vegetation cannot be established then the trenches and manifold are to be covered with a thick layer (minimum 6") of mulch, straw/hay, or frost blanket until such turf cover is established. The tubing should be covered with mulch or straw/hay to prevent erosion if vegetative cover cannot be established. 9. Vegetation height4iover the drip dispersal area should be a minimum of 4" - 6" throughout the winter months. VALVE BOX INSERTED THROUGH 7" HOLE IN RIGID INSULATION TOP VIEW GREEN VALVE BOX COVER MANIFOLDS AND LATERALS AT FINISHED GRADE E ULA ON , , LAID RIGID NFLAT RIGID INSULATION BOX AROUND VERTICAL PIPES I p'I ALL LATERALS SLOPE DOWNILL To DRIP TUBING MIN 1" THICk RIGID FOAM INSULATION FOR SELF DRAINAGE LAID FLAT TO PROVIDE AT LEAST 6" COVERAGE BEYOND ALL FITTINGS AIR RELEASE VALVES VALVE BOX INSERTED THROUGH 7" HOLE IN RIGID INSULATION MANIFOLDS AND LATERALS BENEATH RIGID INSULATION FINISHED GRADE Av ��CLEAN 1 4" - 1/2" '/CRUSHED STONE RIGID FOAM INSULATION MIN. 1" THICK i�RIGID INSULATION BOX AROUND VERTICAL PIPES SUPPLY AND RETURN LINES !! BELOW FROST ZONE (TYP 4'). FLEXIBLE FOAM OR RUBBER INSULATE LINES WITH RIGID FOAL PIPE WRAP INSULATION sk BOARD WHEN 'PROPER FROST DEPTH AROUND VERTICAL PIPES 'z CANNOT BE ACHIEVED. i i !i CROSS SECTION �I SITE PLAN FOR SANDRA PERKOW 1 LOT, 9A, 46 DOHERTY LANE, WEST YARMOUTH, MA i I� ,DECEMBER 3, 2014 SCALE: AS SHOWN RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 HEALTH AGENT APPROVAL DATE 92014 BY R.J. 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