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HomeMy WebLinkAboutEngineered Plans - 2008ALWAYS DIG SAFE PRIOR TO CONSTRUCTION_UTILITY LOCATIONS SHOWN INCOMPLETE. M MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1 VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4$ PROVIDED). z < 310 CMR 15.212. 2. VARY REMOVAL OF A LAYER BY 2 1/2' (2 1/2' PROVIDED). 310 CMR 15.255 (5). 3. VARY COVER OVER TANK BY 3"(6" PROVIDED). 310CMR: 15.228 (1) 4. RESERVE AREA IS NOT SHOWN. 5. USE LESS 'THAN 12" BETWEEN TANK INVERTS AND HIGH GROUNDWATER. ,310CMR15.4051j 6, 'VARY LEACHING TO LOT LINE BY 5' (5' PROVIDED),. 510CMR15.211. N/F DEMARSKI COMPACTED GRANDULAk BASE TEST HOLE DATE: May 9, 2007 & July 23, 2007 0 22" WIDE ,& 8" P DEEP -RFORMED BY: Ron Cadillac, Soil Evaluator E BENCHMARK --TOP STAKE SET N /F W)TNESSED BY: Stacy Singleton, RS' 11 2's - FLUSH= 6.38 ASSIGNED PALLATINO PEPC RATE: <2'00"/inch (C, B & E layers) (18'-9' OFF SHED CORNEA & 22'-4.' OFF PORCH CORNER) SOIL SURVEY(1993): Deerfield loamv fine sand' d 7.671 GEOLOGIC MAP(l 986): Harwich outwash plain deposits 281'a- 28" Top of Found. 1 Invert 4.91 PERC-RITE DRIP DISPERSAL [Cover td,,G 17' X 28' LEACH AREA x 6.8 Use Gas Baffle (See Sheet 2) CONTRACTOR. TO HAVE EXISTING SEPTIC TANK Effluent Tee Filter 8 55 MIN 41 to WYnDAHI 1r% HMIT Manifolds above 6.5 PUMPED OUT TO VERIFY THAT SEPTIC TANK to I ' , Drip tubes /,FILTER CLOTH 4 7.2 (See Sheet 2) S NOT LEAK --IF TANK LEAKS REPLACE \\ / . . .... . 6.3 Use 6" cover :see detail nsulqte 61" WITH A MONOLITHIC 1500 GALLON TANK te` x 7.1 NOTES TO OWNER:. WITH CAST IN PLACE RUBBER BOOTS, - --------- ---- 1/201 I kIt Existin r 7�1� 9 840' 6.2 3.9 2.8 -0..8 . ....... 1000 Gal., C3.V 7.4 5.8 N/F Septic Tank 4' Bottom of wasteflow 1. SYSTEM IS FOR DISPOSAL OF SANITARY SEWAGE ONLY. KITCHEN GREASE Dripline set level Top of/Wastefl w SHOUI_D BE PUT IN THE TRASH. TUBO Driplin el 11.2 2 01 set ly 2. SEASONAL USE --IF POWER IS TO BE SHOT OFF IN WINTER REMOVE THE 7.4 7:0 .9 Bottom 0.4:� Supply Lino .5 6.3B\ Existing Return Line E l,'. 4;0 HYDROLIC UNIT '(DISCONNECT AT UNIONS)!: FROM � THE HYDROLIC UNIT BOX., TH 1 UNILOCK CONCORD OR ROMAN WALL frost lind) 1. 21 OF 1,.9' Adjustment Provided .3. . OPERATION AND MAINTENANCE AGREEMENT ---OWNER MUST AT ALL TIMES PROPOSED TOP WALL=8.3 ,RETAIN A PERSON OR FIRM COMPETENT 1 011 5.9 STEP TOP WALL DOWN AT ENDS Using Truro 89 -July 08 TO OPERATE AND MAINTAIN SYSTEM. -.k 657 1 Zone A 'r- 4o k 4 -1 1 k I I I THIS FIRM/PERSON TO INSPECT SYSTEM EVERY 6 MONTHS AND ANYTIME THERE e 4 f ADJACENT GRADE VARIES ---MAX. IS AN ALARM EVENT. \6.5 I - I Observed Water=2.8 WALL HEIGHT=32' 4. OWNER TO PROVIDE ANY PROPOSED BUYER OF PROPERTY WITH A COPY OF 01 e 6.6 3 6,3 FACE WALL 1' OFF LOT LINE ,DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATE FOR. GENERAL USE 6.7 DESIGN DATA ; Ajv� FOR THE PERC-,RITE DRIP DISPERDAL SYSTEM. (www.mass.gov/dep) x 6 Q., LEACH AREA BEDROOMS: 3 5. IRRIGATION SYSTEMS NOT ALLOWED IN AREAS WHERE -DRIP TUBING, N 5" IS INSTALLED, U j-_ - .6 USE 448 LINEAR FEET OF PERC RITE 1/2 DRIP %,0 GARBAGE GRINDER 'N o y/6._3 TUBING SET LEVEL AN D 1' ON CENTER. USING 1 ZONE, \��EE V E13 5,99 5.6 D CAPACITY: 150 GPD 1 WITH 2 LATERALS WITH 8 RUNS PER LATERAL SET IN _5 0. REQUIRE L/ TING/PROPOSED SEPTIC TANK: 1P 6.47 0 A 17' X 28' SAND MOUND. SEE DETAIL ON SHEET 2. EXISTING/PROPOSED S 00/1500 GAL MONOLITHIC 1000 GALLON 6.5 /2' SPACING: '896 SF P,\4�9 6A BOTTOM AREA W H-10 PUMP CHAMBER 4 N /F, 0 3 [(32' X 28')] --TUBING REQUIRED= ti 2.5' REMOVAL x 6.3 0 .88 LAMBERT W1 WATERPROOFING� 19 0 AREA/2t:=896 SF/2=448 LF TUBING 6,19 z 2Z'-5'' D0 2.5' REMOVAL ALL AROUND AND UNDER OF A LAYER t 6, USE CAST IN PLACE (SEE SHEET 2) 4� FOR �48. LF TUBING; 31 GPD 9.4 A DESIGN CAPACITY ONLY. PLACE RUBBER BOOTS 0. J 0 WEEP H 10 [(8965F) X .3.7 GPD/SF] Cover to Gradel USE N HOLE .1 FOR REPAIRS W/O RESERVE A 1' 'TUBING IMPERVIOUS BARRIER 5,61 Gate Valve /lu SPACING IS: ALLOWED & 448 LF OF'TUBING Float Tree 4r_ LOT 73 d W/1' SPACING AND 1' ON'-SIDES=17' X 28' PROVIDE IMPERVIOUS BARRIER, AS SHOWN, ALL AROUND BENCH MARK-T�TOP SPIKE SET 5. &G. LEACHING AREA. 2;5' REMOVAL. Supply Line 9.4 DOWN 1"-- 6,47 ASSIGNED -4" OFF CENTER CATCH BASIN) 1 1 509:�8.F 4.85 (7' COPUMP CHAMBER STORAGE CAPACITY: 330 GAL. Quick Disconnect/ BENCH MARK --TOP S.E. CORNER TIMED DOSES: (SEE SHEET 2) CONIC., BULKHEAD=7.00 ASSIGNED Invert 5.81 5,69 Union Alarm 32!t'�13 Pear Enable 25 m Check Valve N/F. 1> el. 2.31 li�,zrm% vaI*J for REPAIR OF S"MC SYSTEM -10 1 Drip Enable- I NL', Cn' -ptic variances. 5,74 HARTY OAKSON RESPONSIBLE FOR PROVIDING PUMP C Y e t© St and LcrzI &z Off 14' AND SIZING PUMP TO CONDITIONS SHOWN., Lc;ard cl 1:ca4h review and 2�proval is required iNsPEPTioN $cHEQQLE cl-2- L, -.y fuluz.- t© 5.58 11. R.J. CADILLAC TO STAKE OUTSIDE STONE UNDER CfIRNERS OF PROPOSED BLOCK WALL, 0.351-11 Sa F ---------- Bottom MAKE FACTORY WATER -TIGHT 2. CALL RiJ. CADILLAC TO INSPECT SYS TEM PRIOR TO BACKFILL. MONOLITHIC 1500 GAL. H-10 SEPTIC TANK(IF NEEDED) BUQYANCY. CALCS-MONOLITHIC PUMP CHAMBER WEIGHT OF EMPTY SEPTIC TANK AND 6" OF :COVER WEIGHT OF EMPTY CHAMBER AND 12" OF COVER TANK= 5.64 TON (PER, SHOREY) CHAMBER= 4.115 TON (PER SHOREY) 6" COVER=,5' X 6.08' X 10.17' X 0.055 TON/CU. FT, 12 COVER- 11' X 5,42' X 8.25. X 0.055 TON/CU. FT. 6 COVER =1.70 TON 12" COVER= 2.46 TON TOTAL= 5.64 TON + 11,70 TON = 7.34 TON TOTAL= 4.1.5 TON + 2.46 TON ;7- 6.61 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT OF WATER_ -HIGH GROUNDWATER DOWN (4,0 -0.7) X 6,08' X 10.17' X 0.0312 TON/CU. FT. (4.0 - 0.35') X 5.42' X 8.25' X 0.0312 TON/CU. FT, WEIGHT WATER-- 6.37 TON WEIGHT WATER= 5.0'9ITON TANK AND 6" COVER ARE HEAVIER BY 0.9 TON. TANK AND 1.2" COVER ARE HEAVIER. BY 1.5 TON. LEGEUD ij OTH 1 TEST HOLE LOCATION, NUMBER en E- OVERHEAD ELECTRIC SERVICE Kitc JOB NO. Y08-21.. W- WATER LINE MARKINGS Enc, IN OTEs Barrows- Dem ion iu k. dwg Rte 28 WALL SECTION A -A 1. LOCUS IS A.M. 24, PARCELS 136. 6 EXISTING CONTOUR SCALE: 1 2'. 2 ELEVATIONS SHOWN ARE ASSIGNED (NGVD29±). UTILITY POLE (IF SHOWN) FLOOR PLAN 3' . LOCUS IS IN FLOOD ZONE Al2 ON FIRM. DATED. JULY 2, 1992, NOT TO SCALE x FENCE (IF SHOWN, NOT ALL SHOWN) UNILOCK CONCORD OR ROMAN WALL 4. ALL PIPES TO BE 4" .8CH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS. NOTED) REV. 09/08/08 --USE 448 LF OF TUBING @ 1' ON CENTER PROPOSED TOP WA�L_ 8.3 COPING 5. MUNICIPAL WATER IS AVAILABLE.(, LOTS WITHIN 100ARE ON TOWN WATER. V) FILTER CLOTH El, 8.55 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. -5 7. INLET TEE TO PROJECT DOWN 137, OUTLET TEE DOWN 14". :3 24 5' ......... ........ 8. IF TWO OR MORE LINES, WATER t�EST D --BOX FOR EQUAL FLOW (211 8's 6- 14" ........ ; -80X EXIT PIPES TO BE LEVEL',FOR FIRST TWO FEET. N LOCKING 1 3 L' E KS 7o ....... ... ..... DRIP TUBING 9. DEPTH OF COMPONENTS NOT TOtEXCEED 3' OR VENTING MUST BE PROVIDED NOT TO SCALE ........................................................ 5 COVERS TO GRADE --1 ON PUMP, CHAMBER, 1 ON SEPTIC TANK, AND I ON HYDRAULIC UNIT. .%.%.'-:-:-.'TITLE ..... , .............................. I .......... ................................................ .I. * ., * ., -BARRIER '.'-%' , 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.* 'DIFFERING LOCATION M!AP MAP M." S., 0` .................. 11. IF UNSUITABLE SOILS, OR SOILS FROM THE SOIL LOG ARE FOUND, .......... ............ ............... . ........ ........................................ V ............. CONTACT THE BOARD OF HEALTH, OR R.J, CADILLAC. ....................... ......................... 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING ONE BLOCK COURSE BELOW GRADE ......................................... I ..... .................................................. IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3), r .............................. ... ....................................................... ............................................... 13. PUMP AND FILL ANY EXISTING ISSPOOLS. REMOVE. ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 B sayer 10yr �/6 oamy sand 14. LEACH AREA, AND DISPOSE OF S DIRECTED BY HEALTH AGENT. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches). ELEV,(feet) COMPACTED GRANDULAk BASE TEST HOLE DATE: May 9, 2007 & July 23, 2007 0 22" WIDE ,& 8" P DEEP -RFORMED BY: Ron Cadillac, Soil Evaluator E BENCHMARK --TOP STAKE SET N /F W)TNESSED BY: Stacy Singleton, RS' 11 2's - FLUSH= 6.38 ASSIGNED PALLATINO PEPC RATE: <2'00"/inch (C, B & E layers) (18'-9' OFF SHED CORNEA & 22'-4.' OFF PORCH CORNER) SOIL SURVEY(1993): Deerfield loamv fine sand' d 7.671 GEOLOGIC MAP(l 986): Harwich outwash plain deposits 281'a- 28" Top of Found. 1 Invert 4.91 PERC-RITE DRIP DISPERSAL [Cover td,,G 17' X 28' LEACH AREA x 6.8 Use Gas Baffle (See Sheet 2) CONTRACTOR. TO HAVE EXISTING SEPTIC TANK Effluent Tee Filter 8 55 MIN 41 to WYnDAHI 1r% HMIT Manifolds above 6.5 PUMPED OUT TO VERIFY THAT SEPTIC TANK to I ' , Drip tubes /,FILTER CLOTH 4 7.2 (See Sheet 2) S NOT LEAK --IF TANK LEAKS REPLACE \\ / . . .... . 6.3 Use 6" cover :see detail nsulqte 61" WITH A MONOLITHIC 1500 GALLON TANK te` x 7.1 NOTES TO OWNER:. WITH CAST IN PLACE RUBBER BOOTS, - --------- ---- 1/201 I kIt Existin r 7�1� 9 840' 6.2 3.9 2.8 -0..8 . ....... 1000 Gal., C3.V 7.4 5.8 N/F Septic Tank 4' Bottom of wasteflow 1. SYSTEM IS FOR DISPOSAL OF SANITARY SEWAGE ONLY. KITCHEN GREASE Dripline set level Top of/Wastefl w SHOUI_D BE PUT IN THE TRASH. TUBO Driplin el 11.2 2 01 set ly 2. SEASONAL USE --IF POWER IS TO BE SHOT OFF IN WINTER REMOVE THE 7.4 7:0 .9 Bottom 0.4:� Supply Lino .5 6.3B\ Existing Return Line E l,'. 4;0 HYDROLIC UNIT '(DISCONNECT AT UNIONS)!: FROM � THE HYDROLIC UNIT BOX., TH 1 UNILOCK CONCORD OR ROMAN WALL frost lind) 1. 21 OF 1,.9' Adjustment Provided .3. . OPERATION AND MAINTENANCE AGREEMENT ---OWNER MUST AT ALL TIMES PROPOSED TOP WALL=8.3 ,RETAIN A PERSON OR FIRM COMPETENT 1 011 5.9 STEP TOP WALL DOWN AT ENDS Using Truro 89 -July 08 TO OPERATE AND MAINTAIN SYSTEM. -.k 657 1 Zone A 'r- 4o k 4 -1 1 k I I I THIS FIRM/PERSON TO INSPECT SYSTEM EVERY 6 MONTHS AND ANYTIME THERE e 4 f ADJACENT GRADE VARIES ---MAX. IS AN ALARM EVENT. \6.5 I - I Observed Water=2.8 WALL HEIGHT=32' 4. OWNER TO PROVIDE ANY PROPOSED BUYER OF PROPERTY WITH A COPY OF 01 e 6.6 3 6,3 FACE WALL 1' OFF LOT LINE ,DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFICATE FOR. GENERAL USE 6.7 DESIGN DATA ; Ajv� FOR THE PERC-,RITE DRIP DISPERDAL SYSTEM. (www.mass.gov/dep) x 6 Q., LEACH AREA BEDROOMS: 3 5. IRRIGATION SYSTEMS NOT ALLOWED IN AREAS WHERE -DRIP TUBING, N 5" IS INSTALLED, U j-_ - .6 USE 448 LINEAR FEET OF PERC RITE 1/2 DRIP %,0 GARBAGE GRINDER 'N o y/6._3 TUBING SET LEVEL AN D 1' ON CENTER. USING 1 ZONE, \��EE V E13 5,99 5.6 D CAPACITY: 150 GPD 1 WITH 2 LATERALS WITH 8 RUNS PER LATERAL SET IN _5 0. REQUIRE L/ TING/PROPOSED SEPTIC TANK: 1P 6.47 0 A 17' X 28' SAND MOUND. SEE DETAIL ON SHEET 2. EXISTING/PROPOSED S 00/1500 GAL MONOLITHIC 1000 GALLON 6.5 /2' SPACING: '896 SF P,\4�9 6A BOTTOM AREA W H-10 PUMP CHAMBER 4 N /F, 0 3 [(32' X 28')] --TUBING REQUIRED= ti 2.5' REMOVAL x 6.3 0 .88 LAMBERT W1 WATERPROOFING� 19 0 AREA/2t:=896 SF/2=448 LF TUBING 6,19 z 2Z'-5'' D0 2.5' REMOVAL ALL AROUND AND UNDER OF A LAYER t 6, USE CAST IN PLACE (SEE SHEET 2) 4� FOR �48. LF TUBING; 31 GPD 9.4 A DESIGN CAPACITY ONLY. PLACE RUBBER BOOTS 0. J 0 WEEP H 10 [(8965F) X .3.7 GPD/SF] Cover to Gradel USE N HOLE .1 FOR REPAIRS W/O RESERVE A 1' 'TUBING IMPERVIOUS BARRIER 5,61 Gate Valve /lu SPACING IS: ALLOWED & 448 LF OF'TUBING Float Tree 4r_ LOT 73 d W/1' SPACING AND 1' ON'-SIDES=17' X 28' PROVIDE IMPERVIOUS BARRIER, AS SHOWN, ALL AROUND BENCH MARK-T�TOP SPIKE SET 5. &G. LEACHING AREA. 2;5' REMOVAL. Supply Line 9.4 DOWN 1"-- 6,47 ASSIGNED -4" OFF CENTER CATCH BASIN) 1 1 509:�8.F 4.85 (7' COPUMP CHAMBER STORAGE CAPACITY: 330 GAL. Quick Disconnect/ BENCH MARK --TOP S.E. CORNER TIMED DOSES: (SEE SHEET 2) CONIC., BULKHEAD=7.00 ASSIGNED Invert 5.81 5,69 Union Alarm 32!t'�13 Pear Enable 25 m Check Valve N/F. 1> el. 2.31 li�,zrm% vaI*J for REPAIR OF S"MC SYSTEM -10 1 Drip Enable- I NL', Cn' -ptic variances. 5,74 HARTY OAKSON RESPONSIBLE FOR PROVIDING PUMP C Y e t© St and LcrzI &z Off 14' AND SIZING PUMP TO CONDITIONS SHOWN., Lc;ard cl 1:ca4h review and 2�proval is required iNsPEPTioN $cHEQQLE cl-2- L, -.y fuluz.- t© 5.58 11. R.J. CADILLAC TO STAKE OUTSIDE STONE UNDER CfIRNERS OF PROPOSED BLOCK WALL, 0.351-11 Sa F ---------- Bottom MAKE FACTORY WATER -TIGHT 2. CALL RiJ. CADILLAC TO INSPECT SYS TEM PRIOR TO BACKFILL. MONOLITHIC 1500 GAL. H-10 SEPTIC TANK(IF NEEDED) BUQYANCY. CALCS-MONOLITHIC PUMP CHAMBER WEIGHT OF EMPTY SEPTIC TANK AND 6" OF :COVER WEIGHT OF EMPTY CHAMBER AND 12" OF COVER TANK= 5.64 TON (PER, SHOREY) CHAMBER= 4.115 TON (PER SHOREY) 6" COVER=,5' X 6.08' X 10.17' X 0.055 TON/CU. FT, 12 COVER- 11' X 5,42' X 8.25. X 0.055 TON/CU. FT. 6 COVER =1.70 TON 12" COVER= 2.46 TON TOTAL= 5.64 TON + 11,70 TON = 7.34 TON TOTAL= 4.1.5 TON + 2.46 TON ;7- 6.61 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN WEIGHT OF WATER_ -HIGH GROUNDWATER DOWN (4,0 -0.7) X 6,08' X 10.17' X 0.0312 TON/CU. FT. (4.0 - 0.35') X 5.42' X 8.25' X 0.0312 TON/CU. FT, WEIGHT WATER-- 6.37 TON WEIGHT WATER= 5.0'9ITON TANK AND 6" COVER ARE HEAVIER BY 0.9 TON. TANK AND 1.2" COVER ARE HEAVIER. BY 1.5 TON. EP 0 f 2000 HE-ALTH -Ef--DT. SITE PLAN FOR THIS 'PLAN IS A VALID COPY ONLY IF IT BEARS AN 8RIGINAL RFD STAMP AND SIGNATURE. WILLIAM KAREN DEMIANIUK r MAS ,�� F'�ss��ti, LOT 73, 94 IROQUOIS BOULEVARD, W. YARMOUTH, MA ONA RC IN AM , !, CADILLA AU GU SIT 262 2008 SCALE1 20 # 1060 # 35779 -Q Ii! <) S S\0 0 RG�S -f 4 1 T APR,\ VS? RONALD J.. CADILLAC, PLS, RS, P, C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 HE .LTH AGENT APPROVAL DATE. @200.8 BY R.J. CADILLAC PAGE 1 OF 2 LEGEUD OTH 1 TEST HOLE LOCATION, NUMBER en E- OVERHEAD ELECTRIC SERVICE Kitc Bdrrnh/Din :r W- WATER LINE MARKINGS Enc, G- GAS LINE MARKINGS Porch 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) LvRrn [Bd r ml Bdrrn 6 EXISTING CONTOUR -a- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) FLOOR PLAN ED EXISTING DRAINAGE CATCH BASIN NOT TO SCALE x FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) REV. 09/08/08 --USE 448 LF OF TUBING @ 1' ON CENTER REV. 08/29/08 --FLOAT SETTINGS, STEP WALL EP 0 f 2000 HE-ALTH -Ef--DT. SITE PLAN FOR THIS 'PLAN IS A VALID COPY ONLY IF IT BEARS AN 8RIGINAL RFD STAMP AND SIGNATURE. WILLIAM KAREN DEMIANIUK r MAS ,�� F'�ss��ti, LOT 73, 94 IROQUOIS BOULEVARD, W. YARMOUTH, MA ONA RC IN AM , !, CADILLA AU GU SIT 262 2008 SCALE1 20 # 1060 # 35779 -Q Ii! <) S S\0 0 RG�S -f 4 1 T APR,\ VS? RONALD J.. CADILLAC, PLS, RS, P, C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 HE .LTH AGENT APPROVAL DATE. @200.8 BY R.J. CADILLAC PAGE 1 OF 2 i TYPICAL SYSTEM HYDRAULIC PROFILE 1NSj LLAjION 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 pie (by others) to the length necessary to reach this height. Cut 1/2 (NOTE4 IF THIS VOLUME IS NOT AVAILABLE �� MAXIMIZE STORAGE VOLUME IN TANK BY of the pipe down 12 to 18 away from the top of the pipe for pump discharge pipe. Detail A PLACING THE ALARM FLOAT AS 'CLOSE TO 12 to 18 away from the tap of the pipe for pump discharge pipe and attach to riser (see detcil 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 FLOAT HALF WAY 3. Icor re—use of existing concrete pump chambers: glue on the Cool Guide flat cap and place ' BETWEEN THE, ALARM AND DRIP ENABLE the 0001 Guide firmly in the bottom of :the tank. Attach the extension to the riser, with FLOATS FLOAT TREE CH '80 UNION the extension to the riser, with the anchors as shown. ATE VALVE NO WFFP 4. For use in new concrete pump chambers: Anchor the flat cap to the bottom of the tank �uNcttoN (sox HOLE TD In the proper location to hold Cool Guide and extension. The cap may or may not be BE glued to the device. Attach the extension with the anchors as shown. DRILLIETI RIGID FOAM INSULATION 5. Place thee dope on the Cool Guide adapter threads and thread them into K VA 'SUPPLY FLUSH RETURN TO Pump discharge, ADAPTER LINE. BELOW SEPTIC TANK, FRO6. Attach cooling .collar to adapter with set screw provided. COOLING COLLAR -\ OR INSULATED 7, Glue pipe into flow collar ,and with g ! ATTACH �UNDISTURBE(p p p pump attached, lower into the guide tube, i AS PER S. Attach to discharge pipe, valves, and connect electrical as specified, NOTE 1 , 0 YD LIN TUC g P � P 1�,/2" SCH 40 UNIT COUPLINGEXTENSIONALARMD 2LARM I (. ). WATERTIGHT SE VC COUPLI G PEAK EI INLETS INS RT (BY OTHERS D 2 P EN 00 5 0 0 0 0 u a SEE INSERT 18 OFF FLOW a 3 SOW 00 0 00 o GH 40 PVC 14" COOL GUIDE OPTIONAL AND PUMP FLAT CAP ANCHOR BOLT t, 1 THROUGH END CAP Cool Guide Patent No. 6,262,689 STANDARD DRiP SYSTEM DETAILS BE LOCATEAD I O 11/2" P TUBING (TOP FEED MANIFOLD) TO ALLOW THE MANIFOLD TO DRAIN AIR RELEASE VALVE y PRESSURIZED 11.*Z -.+4,4,: PRESSURIZED DRIP TUBING eb 4r`•�f4�r` �' ##, DRIP TUBING -.,*40%.R' m �# i�##�-•/##��j{r�•. 441 4 �+ • nA� �# s*obi# ;e � VERTICAL PIPE TO BE INSULATED PUMP DISCHARGE TO HU i \-1* RAMINSERT jPVC FIP IjADAPTER 1/2 FLEXPVC '' TYPDRIP LOOP TUBING NOT; ALL DRIP LOOPS ARE TO BE iLOCATED 2 ABOVE THE DRIP LINE TO ALLOW FOR THE LOOPS TO DRAIN TYiPICAL. DRIP LOOP CONNECTION PVC Treaded Connection hierimd) and Glued p. with Teflon Tope Tubing Flex Pipe, rip Ram Adapter Fitting PVC FIP ConiI ecting Drip Bqrbed nsert Fitting Tubing to Flexible PVC Pipe T HYDRAULIC UNIT 0.NDUIT TO PANEL BY CONTRACTOR H7 U •1/11 \1i'\l�\I A\�'A\-. ---30' MAXIMUM DISTANCE Supply."Valve AIR RELEASE VALVE RETURN MANIFOLD TO BE `j LOCATED ABOVE DRIP TUBING TO ALLOW THE MANIFOLD TO DRAIN FINISHED GRADE VERTICAL INSULATED 1/2" PVC DRIPp TUgg NG 12" PVC VERTICAL INSULATED SUPPLY PIPE RIGID 112" PVC INSTA�LLA�TIO DEPTfI 1/2" PVC RIGID RETURN PIPE (PER COLD CLIMATE 6"-112" AS NOTES) FLEX PER DESIGN FLEX (PER COLA CLIMATE NOTES) INSTALLATION DEPTH TO BE BELOW THE FROST LINE MAIN SUPPLY PIPE COMMON BELOW FROST LINE I RETURN PIPE BELOW FROST LINE j NOTE: THE DRIP TU13ING SHALL BE THE LOWEST POINT TO ALLOW FOR DRAINAGE FROM BOTH THE VERTICAL INSULATED SUPPLY AND RETURN PIPES j AIR RELEASE VAL ES 42' HYD.ROLIC UNiT Z1 28-- --1 ZONE, 2 LATERALS, 8 RUNS/LATERAL SALE: ,l » =10 REV. 09/08/08 ---USE 448 LF OF TUBING ©1 ON CENTER 1l d Backflush Valve 11/" Supply From Pump Tank ELEVATE BENDS TO DRAIN ON BOTH ENDS OF BED r RUNS OF DRIP TUBING 16 LINES :X 28'=448 LF DRIP TUBING 6 OF GRAVEL 8' OF STATIC LIFT TO HU (MAX) ^-------- FLUSH RETURN --^�- ZONE 1 :SUPPLY ---�-- ZONE 2 SUPPLY RIP ENABLE FLOAT ELEVATION r PERC-RITE -15 GPM HYDRAULIC UNIT ,-' Flowmeter NOTE: 1. THE AIR RELEASE VALVES 2. EACH ZONE TO HAVE SHALL 6E 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 WITHMIN. RIGID FOAM INSULATION I SERTED UNDER COVER FROM DRIP FIEW R RELEASE VALVE CHECK VALVE LAST LATERAL CONNECTION ZONE t RETTQRNON FIRST LATERA(, CONNECTION ZONE 2 AIR RELEASE & CHECK VALVE DETAIL Disc Filters eturn YP )Id TYPICAL MANIFOLD CONNECTION NIS NOTE; .ALL RIGID AND FLEXIBLE PVC ARE TO 13E (LOCATED ABOVE THE DRIP LINE TO ALLOW FOR THE PIPES TO DRAIN Field Flush Valve IRS4111/2$$ Return To Septic Tank �,f U �I(Gravity • Common Return 1 "Zone Supplies THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. . V IvIlp".-11)810(5 HEALTH AGENT APPROVAL I If ji General Construction Not" "Perc—Rite" Drip Dispersal Systems I. 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 dispersal area other than the minimum required to install the system. 3. All installation and construction techniques shall conform to state and local codes pertaining to on—site sewage Systems and the permit for the site, 4. The installation shallIbe in accordance with specifications and procedures as supplied by the Manufacturer of the equipment. 11 5. The contractor shall be certified to install this type of system and should hold a pre—construction meeting with the individuals responsible, for the site design and inspections. The meeting should be held prior to the beginning of the site work to ensure protection of the site conditions and to ensure that the system is installed according to design. 6. 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 Health Agent shall be notified, Any.ongoing work shall be the sole responsibility of the contractor. 7. Drip tubing may be in:stakled with a Vibratory plow, a static plow, a narrow trencher (4" width.), by hand trenching, Or by scarLLifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in Title 5 at .310 CMR 15.255(3) with cover consisting of sand and topsoil meeting the 6" to 12" depth requirement,, T�e designer may indicate for the tubing to be installed up to 24" below grade. All drip tubing is to a installed. parallel with the contour. Vegetative cover must be, replaced for Installations where It is removed or buried during installation. 8. All .cutting of rigid PVC pipe, flexible PVC and drip tubing Of size 1 1h" or smaller shall be accomplished with pipe cutters approveo by Manufacturer. No sawing of PVC, flexible PVC or drip tubing of size 1 h" or smaller is allowed. All rigid PYC pipe, flexible PVC and drip tubing in the work area shall have the ends covered with duct tape after cutting to prevent construction debris from entering the pipe. Prior to gluing', all Joints shall be inspected for and cleared of any debris, All PVC pipe and fittings in the field shall be SCH 40 Ali glued joints shall be cleaned and primed with PVC prirp,er'prior to being 'glued. All force mains shall be tested for leaks prior to being boakfilled by pressurizing the system and observing for leakage. 9. The Hydraulic Unit i to be placed on a bed of 4"— 6" thick of 3/4"— 11/2" gravel for drainage. If standing .groundw ter is a problem in the vicinity of the Hydraulic Unit, a screened drain to daylight is required, t i, Cold Climate Construction Standards "Perc' Rite" Drip Disperso� Systems I. Top feed manifolds are to be used to allow for proper manifold drainage. Top feed manifolds are to be located slightly higher than the drip tubing. 2, All .attempts should The made to place the Hydraulic Q;llt with an open southern exposure for warming purposes. 3. The supply and return lines shall be Installed below the frost line. The vertical sections of pipe that connect to the supply and return lines shall be insulated SCH 40 PVC pipe. Insulation shall be minimum 1h" thick foam (or equivalent), �" Rigid , Foam Insulation may be installed under the Hydraulic Unit to protect the :supply and return lines in extreme conditions. Sufficient ground cover around the hydraulic unit is required for insulation. All pipes entering and leaving the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost line prior to extending away from the unit horizontally. Additional, insulation inside the hydraulic unit is encouraged. Insulation to consist of blue board, bagged Styrofoom, peanuts or equivalent. If fiberglass insulation its used it must be sealed to prevent it from becoming saturated. 4. Dense ve9etative cover is to be established over the supply trench, return trench and drip tubing prior to the first exposure to freezing, item,peratures. If vegetation cannot be established, then trenches and tubing are to be covered with a thick layer (rrlinimum 6") of mulch, strove/hay, etc. until such turf cover is established. Established vegetatiop height over the dispersal area should be a minimum 4"-6" throughout Winter months, 5. Contractor shall insulate all "air release valves." Insulation to consist of blue board, bagged Styrofoam peanuts, or equivalent. If fiberglass insulation is used, it must be sealed to prevent it from becoming saturated release valves shall be placed belowl the ground surface inside a valve box but at an elevation above the highest drip line in that particvlcir zone. 6. All loops connecting';;Jrip 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 these loops stay elevated during and after the loops are backfilled. 7. All conduit entering into the control panel shall be sealed to prevent (condensation inside the panel, .I� t _J SITE PLAN FOR WILLIAM 8c KAREN DEMI.ANIUK LOT 73, 94 IROQUQIS BOULEVARD, W. YARMOUTH, MA AUGUST 26, 2008 SCALE; 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN P.O, BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 DATE - .. 02008 BY R.J. CADILLAC PAGE 2 OF 2 3' DEEP IMPERVIOUS �' BARRIER ---110 L.F. OF I, —' 1 40 MIL POLYETHYLENE BEGIN LATERAL 1 (MILLER BREAKOUT**) RETURN LINE TOP BARIRIER=MIN..TOP I' DRIP TUBE=8.1,GRADE SUPPLY LINE ABOVE BARRIER= 8.3 MIN, END LATERAL 1 ; ** BARRIER IS STIFF ELEVATE MANIFOLDS DRAIN 4c 'OBTAINABLE FROM .To MILLER ENVIRONMENTAL CHECK vALVE: --------------------- — — 508-697-3710. `------ h 28' HYD.ROLIC UNiT Z1 28-- --1 ZONE, 2 LATERALS, 8 RUNS/LATERAL SALE: ,l » =10 REV. 09/08/08 ---USE 448 LF OF TUBING ©1 ON CENTER 1l d Backflush Valve 11/" Supply From Pump Tank ELEVATE BENDS TO DRAIN ON BOTH ENDS OF BED r RUNS OF DRIP TUBING 16 LINES :X 28'=448 LF DRIP TUBING 6 OF GRAVEL 8' OF STATIC LIFT TO HU (MAX) ^-------- FLUSH RETURN --^�- ZONE 1 :SUPPLY ---�-- ZONE 2 SUPPLY RIP ENABLE FLOAT ELEVATION r PERC-RITE -15 GPM HYDRAULIC UNIT ,-' Flowmeter NOTE: 1. THE AIR RELEASE VALVES 2. EACH ZONE TO HAVE SHALL 6E 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 WITHMIN. RIGID FOAM INSULATION I SERTED UNDER COVER FROM DRIP FIEW R RELEASE VALVE CHECK VALVE LAST LATERAL CONNECTION ZONE t RETTQRNON FIRST LATERA(, CONNECTION ZONE 2 AIR RELEASE & CHECK VALVE DETAIL Disc Filters eturn YP )Id TYPICAL MANIFOLD CONNECTION NIS NOTE; .ALL RIGID AND FLEXIBLE PVC ARE TO 13E (LOCATED ABOVE THE DRIP LINE TO ALLOW FOR THE PIPES TO DRAIN Field Flush Valve IRS4111/2$$ Return To Septic Tank �,f U �I(Gravity • Common Return 1 "Zone Supplies THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. . V IvIlp".-11)810(5 HEALTH AGENT APPROVAL I If ji General Construction Not" "Perc—Rite" Drip Dispersal Systems I. 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 dispersal area other than the minimum required to install the system. 3. All installation and construction techniques shall conform to state and local codes pertaining to on—site sewage Systems and the permit for the site, 4. The installation shallIbe in accordance with specifications and procedures as supplied by the Manufacturer of the equipment. 11 5. The contractor shall be certified to install this type of system and should hold a pre—construction meeting with the individuals responsible, for the site design and inspections. The meeting should be held prior to the beginning of the site work to ensure protection of the site conditions and to ensure that the system is installed according to design. 6. 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 Health Agent shall be notified, Any.ongoing work shall be the sole responsibility of the contractor. 7. Drip tubing may be in:stakled with a Vibratory plow, a static plow, a narrow trencher (4" width.), by hand trenching, Or by scarLLifying the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in Title 5 at .310 CMR 15.255(3) with cover consisting of sand and topsoil meeting the 6" to 12" depth requirement,, T�e designer may indicate for the tubing to be installed up to 24" below grade. All drip tubing is to a installed. parallel with the contour. Vegetative cover must be, replaced for Installations where It is removed or buried during installation. 8. All .cutting of rigid PVC pipe, flexible PVC and drip tubing Of size 1 1h" or smaller shall be accomplished with pipe cutters approveo by Manufacturer. No sawing of PVC, flexible PVC or drip tubing of size 1 h" or smaller is allowed. All rigid PYC pipe, flexible PVC and drip tubing in the work area shall have the ends covered with duct tape after cutting to prevent construction debris from entering the pipe. Prior to gluing', all Joints shall be inspected for and cleared of any debris, All PVC pipe and fittings in the field shall be SCH 40 Ali glued joints shall be cleaned and primed with PVC prirp,er'prior to being 'glued. All force mains shall be tested for leaks prior to being boakfilled by pressurizing the system and observing for leakage. 9. The Hydraulic Unit i to be placed on a bed of 4"— 6" thick of 3/4"— 11/2" gravel for drainage. If standing .groundw ter is a problem in the vicinity of the Hydraulic Unit, a screened drain to daylight is required, t i, Cold Climate Construction Standards "Perc' Rite" Drip Disperso� Systems I. Top feed manifolds are to be used to allow for proper manifold drainage. Top feed manifolds are to be located slightly higher than the drip tubing. 2, All .attempts should The made to place the Hydraulic Q;llt with an open southern exposure for warming purposes. 3. The supply and return lines shall be Installed below the frost line. The vertical sections of pipe that connect to the supply and return lines shall be insulated SCH 40 PVC pipe. Insulation shall be minimum 1h" thick foam (or equivalent), �" Rigid , Foam Insulation may be installed under the Hydraulic Unit to protect the :supply and return lines in extreme conditions. Sufficient ground cover around the hydraulic unit is required for insulation. All pipes entering and leaving the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost line prior to extending away from the unit horizontally. Additional, insulation inside the hydraulic unit is encouraged. Insulation to consist of blue board, bagged Styrofoom, peanuts or equivalent. If fiberglass insulation its used it must be sealed to prevent it from becoming saturated. 4. Dense ve9etative cover is to be established over the supply trench, return trench and drip tubing prior to the first exposure to freezing, item,peratures. If vegetation cannot be established, then trenches and tubing are to be covered with a thick layer (rrlinimum 6") of mulch, strove/hay, etc. until such turf cover is established. Established vegetatiop height over the dispersal area should be a minimum 4"-6" throughout Winter months, 5. Contractor shall insulate all "air release valves." Insulation to consist of blue board, bagged Styrofoam peanuts, or equivalent. If fiberglass insulation is used, it must be sealed to prevent it from becoming saturated release valves shall be placed belowl the ground surface inside a valve box but at an elevation above the highest drip line in that particvlcir zone. 6. All loops connecting';;Jrip 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 these loops stay elevated during and after the loops are backfilled. 7. All conduit entering into the control panel shall be sealed to prevent (condensation inside the panel, .I� t _J SITE PLAN FOR WILLIAM 8c KAREN DEMI.ANIUK LOT 73, 94 IROQUQIS BOULEVARD, W. YARMOUTH, MA AUGUST 26, 2008 SCALE; 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR &REGISTERED SANITARIAN P.O, BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 DATE - .. 02008 BY R.J. CADILLAC PAGE 2 OF 2