Loading...
HomeMy WebLinkAbout175 Pine Grove Rd septic site planEXISTING CESSPOOL- # BE REA/O VED , 5 CDDH 7 03M-- x 4 / / 736 t )K 1 15,01 SHED 4.61 .4 , 6 rf x 4p) , x � /x 4.66 ., `j 4 0 EXIS TING ,SHED TC211 ��./ D VED /LQHOUSEt� Ce /rye `.. TO B � RAISED A R C Vt BASE �. FLOOD FL E VA TIGN 474 x 4. r TP-1` G � ,, --EXISTING x HOUSE( 75) 1 44 CRAW F,_5.4±4 s 5.0� 5�61 .49 �y. x x LOT AREA 5,827±S.F. 43.33' PAVED CD HH `"'"' N 8902725" W -. DRIVEWAY `31 4 91 a - { --- —,-� 9 o r EXISTING DRIVEWAY 4,99 pvveMent P _— — TO REMA!N IN SAME K SET 523 JCA TI ON WITH GRADE .'3HA NGEST7 C� 5.38 WALK 7,5 5 22 5.69 20 x 3 46 VI5 N 1770 5.31 r �4 �r ... ..,,. 5,76 1 "'Z r A hD STREET ZONING DESI'NATION R-25 FRONT YARD SETBA�K = 30' SIDE YARD SE-__�ACK = 15' REAR YARD I TBACK 20' FEMA FLOOD DESIGNATION MAP i IBER: 25001C0589J E`=FFC;TIVE DATE: JULY 16, 20" L AE (EL1 1) 5�f BENCHMARK MAC7 NA' _ SET EL.=5 23 / (0 �i r)v r1 sC 5.43 V r • rt°d LEGEND -�-- --- 7 — -;--- EXISTING CONTOUR x 5.12 EXISTING SPOT GRADE -- . OVERHEAD WIRES —W --- EXISTING WATER SERVICE ------! — EXISTING GAS SERVICE TEST PIT BENCHMARK EXISTING CAS & ELECTRIC CON -TRACTOR .BHA L L CONSC..))L T X�I TH UTILITY CO&fPA N Y FOR NE N CONNEC T1 CNS 527 0 547 CAAL No. 35109 IM1 OWNER OF RECORD FARRELL, MICHAEL r c CEBC '\A 187 3ROWNS B-ACH POACH BRISTOL, NH 323222 U J yJ a �i. e l _ psi'Acad Vill x C%� LL 9000 Switah �.2 1 iS ptne Gfzve R4 South Juth Yt 6Ftf4 MA_ Aft Rd Q O 1� 4h WST4- - - q1 k IMAM & __E GENERAL NOTES; -A 1 ALL CHANGES TO THIS PLAN MJ.S T BE APPROVED BY TIHE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER 2- ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXrF_PT AS REQUESTED BELOW- —31 O CMR 15.405(1)(h): LOCAL UPGRADE APPROVAL 1) A 1' reduction to the 5' separ t'on between bottom of B.A.S. to est!rrrated maximum se soncl h,'C1.,h groundwater. for 4' of seocrIcti011. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFI-LED PRICH TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALE BF REPORTED TO THE DESIGN ENG NEER BEFORE CONS T RUL-ION CONTINUES. 5. ALL ELEVATIONS BASED ON NAVGBB. THE DESIGN ENGINEER S NOT RESPONSIBLE FOR THE FAILURE OF THE ON T RAC'TOR OR OWNER TO NOTIFY THE LOCAL E30ARD OF HEALTH! FOR PROPER. INSPECTIONS DURING CONSTRICT ON. �'. j 'ATER SUPPLY PROVIDED BY TOWN WATER SE, VICE. 8. THERE ARE NO ',HELLS WITHIN 10G' OF THE PROPOSED S.A.S. 9. ALI AREAS GEARED FOR CONSTRUCT ION SHALL BE RESTORED AS AGREED UPON BY OWNER, AND CONTRACTOR OR AS OTHERW SE DIRECT-D BY T-iF_ APPROVING AUTHORITIES. 10, IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. PRIOR TO BEGINNING CONIZ T RUCTION. 1 1 . WHFRE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLF SOILS IN THE AREA BENEAT I- THE S.A.S. AND RCPLA.CE WITH CLEAN SAND AS SPEC FFIED IN 310 CMR 255�3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE N SPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 14. THE CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT PRIOR 4a ALL ELECTRICAL RELATED WORK. MAY 0 9 2023 MAP ID: 251=— 167 HEALTH D E PT. PROPOSED SEPTIC SYSTEMZSITF PLAN 175 PINE RGVE ROAD, SG UTH YARMOUTH, IAA lPrepared for: Michael Farrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 # Engineering by: SCALE DRAWN ,JOB. NO, EngineeringWorks,Inc. � a,_20' P.T.M. 253-- � 12 West Crossfield Road, Forestdaie, MA 02644 DATE CHECKED SHE NO. (508) 477-5313 I 1 /3/23 P.T.M. 1 of 5 0 MIL POLY LINER TOP OF LINER EL.=6.8 BOTTOM OF LINER, EL. = 4. 3 AIR RELEASE VALVES PROPOSED PUMP CHAMBER PROPOSED SEPTIC TANK-- 5iz(5 HYDRAUIC UNIT C B D H 7.03 PROPOSED S.A.S. PERC--RITE DRIP DISPERSAL SYSTEM 17 x 27* ELF ECTI E AR 16 LINES. 27' I_O 2 PROPOSED RET. WALL TOP Dt- 'NALL, EL. = 6. O BOTT. 04 WALL, EL.. = 5. Of PROPOSED RAISED HOUSE ri ov LEGEND EXISTING CONTOUR x EXISTING SPOT GRADE -- PROPOSED CONTDUR .,7 PROPOSED SPOT GRADE rH W. - OVERHEAD WIRES ---1' EXISTING WATER SERVICE G -- EXISTING GAS SERVICE TEST PIT BENCHMARK PROPOSED ROOF DRAIN ONE HI CAP INFILTRATOR SURROUNDED ,/22' STONE ON EACH SIDE OF HOUSE SET BOTTOM EL.=3.5 s 4e e C V u 4r 175 Ping G40a v RA South yiwftVuth, __ An Rd f ia�r:+tteci�4 ti 79 n FAS PETER T. McENTEE MAL No. 35109 C BSI"-! " =- '�'1`_ ,� � � b�� .�C'ry N 89'27'25" � DRIVEWAY ��° 4,�.6� � � Z zj� 7- 4.91 edge of FEMA FLOOD DESIGNATION INA P NUMBED 25001 CDg89J' EFF= �Ti%'E GATE: JULY 15, 2014 AF ' l I i 4 99 PK S^T 5.23 55h 45W OWNER OF RECORD ARREL_g MICHAEL F 87 BROWNS 37ACH BRISTOL, NH 33222 ZONING DESIGNATION R-25 FROM i YARD SETBACK = 311") SIDE YARD SFTRACK 1 REAR YARD SETBACK 20' NOTE- A BPECIAL PERMIT HAS BEEN OBTAINED FROM TEE ZONING BOARD OF APPEALS TO RAISE THE EXISTING BUILDING ABOVE THE BASE FLOOD ELEVATION TO COMPLY W T H BUILDING CODE_ MAP ID,* 25-,-w200 PROPOSED SEPTIC SYSTEM/SITE PLAN 175 PINE GROVE ROAD, SOUTH YARMOUTH, MA Prepared for: Michel Farrell, 175 Fine Grove Rd, South Yarmouth, MA 02664 Engineering by: SCALE DRAWN JOB. NO. DEBORAH R Engineering Works, Inc. 1 "=20' P.T.M. 253-22 ROAD '12 West Crassfield Read, Farestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1 /3/23 P.T. M. ( 2 of 5 TOP OF FOUNDATION EL, =12.0 ,.....­\ SLAB EL, = 7.5 PROVIDE OUTLET AT, OR ABOVE INV.= 5.50 -� MODIFY INTERIOR PI.IJIMBING IF R€` D PRQR9D SE,ETI TAN K ..__ INLET MANHO`_E RISER/COVER TO 6" OF GRADE OUTLET MANI-101.t RISER, FRAMF/COVER SET AT GRADE SECURE COVER TD PREVENT UNAUTHORIZED ACCESS F.G. EL.=7.0f F.G.=6.8± TOP EL. = 5.55 L = 13' ��,.�.e i a S=1 % {MIN.) - � 14„ 4"SCH40 PVC 48'" LIQUID LEVEL EF F INV.=4.25 I"- JINTJ CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUG f101�1. c J;TT. 2 9AA&M 1500 GALLON SEPTIC MONOLITHIC TANK WIGGIN PRECAST ."ORE`' M00EL#TM tOOH P 3QPaSED PUMP CHAMBER PROVIDE RISERS WITH FRAMES !c COVERS OVER EACH ACCESS VIANHOLE AND SET TO FINISH GRADE. MANHOLES BROUGHT TO GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS /_ E.G. EL. = 7. 0± �r1 FLUSH RETURN �- L = 8' a ` - r {MIN.) 4"SCH40 PVC INV.=3.90 u ALARM, EL, = 2.81 PEAK ENABLE, EL.= 1.9 28„ DRIP ENABLE, EL. = I.1 1 18R PUMP OFF, EL. - 0.7;. 14„ E?OTTC�M EL: (-�0 3J ,aLr 130 T. EL.= 0. a4 1000 GALLON MONOLITHIC PUMP CHAMBER WIGGIN PRECAST CORP MODEL #PC 1COOMONOH NOTES: ') ALL TANKS, COVERS AND PIPING SHALL BE WATERTIGHT, 2) DRIPLINES SHALL BE INSTALLED OVER PREPARED SAND BASE. 3) SAS MUST NOT BE DR VEN OVER AND NO HEAVY EQUIPME= NT SHALL BE USED OVER THE SAS DURING INSTALLATION 4) THE FUNCTl0Nl NG AND OPERATION OF THIS SEPTIC SYSTEM OR ITS COMPON-NTS S NOT GUARANTEED DURING.. OR F0;.L0WING, EXTREME WEATHER COND{TIONS INCLUDING, BUT NOT LIMITED TO, FLOODING OR WAVE ACTION REPAI-- OR REPLACEMENT OF THE SEPTIC SYSTEM OR ITS COMPONENTS MAY BE R`OJ RED AFTER SUCH CONDITIONS. 5) HOME .OWNER SHALL BE RESPONSIBLE FOR CLEANING THE ErF'LUENT I-1_TER ANNUALLY. OR AS NEEDED, TO PRE ►VENT SEWAGE BACK UP, 6) PUMP AND AL,_ DRIP DISPER.SA.L SYSTEM COMPONENTS SHALL FEE NSTALLED AND THE START JP OPERATION CERTIFIED BY OA;<aON INC DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM EXISTING HOME SOIL TYPE. CLASS I DESIGN PERCOLATION RATE. <2 MIN./IN. DAI LY FLOW: 330 G.P.D. (DESIGN FLOW. 330 G.P.D. GARBAGIF GRINDFIR: NO PROPOSFf S.A.S.: PERC, RITE DRIP CRISPER SAL SYSTEM UNDER LEACHING AREA REQUIRED- (330 ;0 gip) = 445.9 SF 74 GPD/SF LEACH N� AREA P,_ , V DED 17' x 27' 459 SF (DRIP -INE -ENGTH REWREi=0310 GPD)/(0.74 GPD/SF)/(2 5F/LF) = 222.4 :_F k(GEN= RAI APPROVAL) 400 LF (MIN. REO'D). .32 LF PROVIDED PROPOSED SEPTK�.-; TANK. 1500 GALLON H- 20 MONOLITHIC TANK PROPOSFn PUMP CHAMBER 1300 GALLON H-20 MONODTHIG TANK PUMP CHAMBER STORAGE CAPACITY 330 GALLON MINIMUM REOUIREME-NIT STORAGE VOLUME (P(,--,, INVERT(IN) -- PEAK ENA.B_E) x 250 GA,./FT STORAGE VOLUME (4 00 - 2,04) x 250 SAL/FT = 400 0 GALLONS INV. =3.8± F.G. EL. =7.1 HYDRAULIC UNIT (SEE SHEET 4) AIR RELEASE VALVES SUPPN Y & RETURN LINES--E FLOW FROST LINE HIGH --HEAD EFFLQUIT PUMP TO BE SUPPLIFC) AND INSTALLED BY OAKSON. INC., 6 SARGENT -ST , GLOLJCFSTFR. MA 978 282--1322 �IEIPQQI REMOVE "A" HORIZON TO SUITABLE SOILS WITHIN THE S.A.S. FOOTPRINT. FILL. WITH TITLE 5 SAND TO DRIP'LINE EL.=6,7 (SEE ALSO, NOTE 11). SEPTIC SYSTEM PROFILE SOIL LOG. DATE: MARCH 30, 2022 SOIL ;VALUATOR: DAR-REN MEYER CSF ELEV. 4.5 3.7 2.7 D E `."IT H � A0" I'A D. SAND 10YR 4 ' 1 I B MED, SAND 1 O-�P, 5/8 26 i, MED `SAND 1OYR 6/6 STG. rW 36'0 4 4 MED. SAND 2.5Y 6/4 N. T. S. DATE. 0�10BER 20, 2022 SOIL -VALUATOR: PETER M ENTEE SE- 1542 ELEV. TP 2 DEPTH „ A 4.9 1 0 2.7 MED_ SAND I OY R 4,f 2 B MED, SAND 1OYR 5/8 RE00X - C1 MED SAND 7.5YR 5/8 10" 2 6" 1,9 STG. GW 36" 0.9 C2 _ 48" MED, SAND 2 5Y 5/3 -2.5 I 84" --C.1 � __.._I 60►, STANDING G.W. @36" (EL.-1.5) P=RC RATE 2 MIN/IN. ("C" HORIZON) STANDING G W. @36" (EL.=1.5) F�TIMATFD HIGH GPOUNDWATFR, EL.=2.7 (REDOX) NOTE. ESTIMATED HIGH GROUNDWATER WAS OBSERVED AT 173 PINE GROVE ROAD TO BE ESTIMATED AT EL. =2.5 (REDOX) BY JC ENGINEER NG, PLAN DATE 1 i /" 1/ 14 4" LOAM PLACED OVER SAND 2" OF SAND PLACED OVER DRIPLINE F.G. EL.=7.2(MIN) 8 DRIPLINES 12 IN. O.C,= 400 L.F.(MINIMUM) (SEE DETAILS -- SHEET 4) _._ 16 LINES AT 27' INS%.- ,� INV,=6.707 4' MINIMUM DOS NG SEPARATION TO GROUNDWATER SUGGESTED 11MED DOSING WITH THE FOLLOWING PARAMETERS: 24 CYCLES/DAY AT 2.75 GPM,/CYCLE FOR 5 MIN/CYCLE 24 x 2 75 x 5 = 3.30 :CPU EST. HIGH G.W. , EL, = 2.7 wr 0 DTlt') kl QVAZT F.G, EL. =6.5� F,G, EL.=7.0 F.G. EL,=7,2(MIN,)- B„ F.G. EL,=6.8 EXISTING -- .4'x\_' SLOPE 4 0 2 j o o U 0 G v v r C> 0 U i�ti r� r�i .I� r 1�t ilk l t 1 lI1 JIB. ol\ lli 1It lj1 TOP EL.=6.8(min.) (BREAKOUT Et...=6.'7) w *.4 81 16 LINES. AT 1 O.C. 12" 11' 0 w FIELD WIDTH = 17' L ABSORPTION SYST SECTION POLY LINER PROPOSED SEPTIC SYSTEM/SITE PLAN 175 PINE GROVE ----ROAD, SOUTH YARMOUTH, MA Prepared for: Michael Farrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 2 3- 22 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477 -5313 1 X3X23 P.T. M. 3 0 f . .. .. 100-2_ 1 /2" r i r 1 A I 1 I 1 1 1 6 1/ v r i 1 1 � , I(Di I I I IL i i i i I i t 11 «" KNOCKOUTS _j 10 { TYp } --1 ? wJ 3-- 240 COVERS INLET 51_11-1/2" 5, -3-1/2" 54--1 /2„ a. PLAN VIEW 5 TO 6' TRk`SFr R 3` i I CCIAP1,RTMEWT WALL A%ALAB LF 46 (1/3 CAPACCITYy REINFORCING RIB LIQUID � 30 LFVT:1. 3-1/2 , 1 11 • — 5- /2 CROSSSECTION A -A SPECIFICATIONS 1 ) CONCRETE 5,000 PSI AFTER 28 DAYS, 2.) CONSTRUCTION COONFORMS TO DEP TITLE V PEGS. 310 CMR SECTION 1.5.226. 3_) REINFORCEMENT PER ASTIVI C 1227-93. 4) WEIGHT 13,966 L E3S 5) PROVIDE POLYMER COATING MONOLITHIC H WIG"GIN PRECAST CORD M0DEL#TM1500H BUOYANCY 500 GALLON MONOLITHIC SEPTIC TANK ROT -OM OF EDIT EL - -- ,29 HIGH GROUNDWATER EL, =2.7 BUOYANC'( Fv")RrF PER FOOT OF y=PTH 10.2� x 6 1' x 1' x 62 4 Ibs./cj.ft. = 3882.5 lbs. MAX DISP�ACEMFNT 2.70 — (-0.29) = 2.99' MAX. I1Pt._ FT PRESSURE = 2.99' x 388?.5 Ibs/ft WEIGHT OF UNIT EMPTY = 13,996 Ibs 13,996 Ibs > 11.6309 Ibs 0. K. 24" Dix. COVERS (Typ OU TLET TIONS 1000 GALLON MONOLITHIC PUMP CHAMBER BOTTOM OF UN T EL, = -- 0 64 HIGH ROUNDWATFR EL--2 7 BUOYANCY FORCE PER FOOT OF DEPTH: 8.3` x 5.5 x 1 x 82.4 Ibs /cu.ft = 2848.6 l bs MAX. DISPLACEMENT = 2,70 — (-3.0'34) = 3 34 11,608.7 Ibs. MAX. UPLIFT PRESSURE = 3.34' X 2848.6 Ibs/ft WEIGHT OF UNIT EMPTY 10,554 !bs. 10,554 Ibs > 9,514 Ibs O. K 4" KNOCKOU lS (Ir ) 8. _ 3-1 /2.. A ( r 1 1 1 1 1 I i PLAN VIEW 24" DIA. COVERS (TYP ) A J INLET0 ' OUTLET 721 54-1 /2" 48 51-- I /2" -r RE NFORCING FIB LIc:UID 3! �.�-.,.s_,,,.....-..-. 4�.►-'.a�,...da..,,t�m-�..�.ta-.4....,e 4+.,,,,, 1 �4y-•....a CROSS SECTION A -A SPECIFICATIONS 1) CONCRETE 5,000 PSI AFTER 28 GAYS. 2.) CONSTRUCTION CONFORMS TO CEP TITLE V REGS. 310 CMR SECTION 15.226. 3.) REINFORCEMENT PER ASTM C 1227-93. 4.) Weight 10.554 5-) PROVIDE POLYMER COATING 9514.3 Ibs O _N M0NQLITH_[C__.H.-20 PUMP WIC,GIN PRECAST CORP M0OFL#PC1000M0N0-j, PROPOSED SEPTIC SYSTEM/SITE PLAN 175 PINE, --GROVE _ROAD, SOUTH YARMOUTH, MA Prepared for: Michael Farrell, 175 Pine Grove Rd, South Yarmouth, MA 02664 Engineering by - Engineering Works, Inc. 12 West Crossfield Road, Forestdole, MA 02644 (508) 477 5313 SCALE N.T.S. DATE 1/3/23 DRAWN P.T.M. CHECKED P.T.M. JOB. NO. 53-22 SHEET NO. 4 Of 5 TYPICAL SYSTEM HYDRAULIC PROFILE you SE I N TS CHECK VALVE HYDRAULIC - ---U N i T 11F AIR RELEASE VALVE 50' )NE ` SUPPLY L 124 TURN ZONE DETAIL FLUSH RETURN FROM HU ZONE SUPPLIES ZONE 1 PUMP CHAMBER SEPTIC TANK/ TMENT UNIT SUPP�-Y TO HYDRAULIC UNIT COMMON RETURN TREATMENT TYPICAL PUMP T RA i UNIT DETAIL INSTAL ,ATION Ib1 TRUCTiONS l NTS ''om of rile tool tta�� dawn from trie top of the riser 1. Mansura the distance from the boy. ' I 'THE DAILY vFSIGN FLOW FOR THE SITE Cut the extension pipe (by others) to the length necessary to reach this height. CLA 1/2 (NOTE: IF THIS, VOLUME IS NOT AVAILABLE of the oipc down 12 to 18" away from the top of the pipe for pump discharge pipe. P MAXIMIZESTORAGE VOLUME IN TANK BY 12'ito 18" owoy from 'he top of the pipe for pump -1i;chcarge pipe and ottoch to riser etail PLACING THE AI.APM FLOAT aS CLOSF TO THE (see detail A) OUTLET ELEVATION AS POSSIBLE THEN PLACE 2. Glue 'he extension co.ipling (by others) to Ihr± extension pipe and to the Cool Guide. PEAK ENABLE FLOAT HALE WAY BETWEEN THE ALARM AND DRIP ENABLE FLOATS 3. For - e Use of existing concrete purna chornbers: glue on the Cool Guide flat cap and place the Cool Guide firmly in the bottom of :,,e tank. Attach the extension to the riser, with FLOAT TREE SCH 80 UNION the extension to the riser, with the anchors as shown. ATE VALVE No WEEP 4. For use in new concrete pump chambers: Anchor the flat cop to tine bottom of the tank - -- JUNGTiQN BOX Hdt.E To BE in the propper location to hold Cool Gu"de and extension The cop moy or may not be glued to the Javice. Attach the extension with the anchors os shown09� r J Q,g�O -1• 0-c- TYP i c A, L. ZONE 2 RIGID FOAM INSULATION 5. Place the pipe dope on the Cool Guide adopter threads and thread them into LM--;-K VAI SUPPLY l FLI�SH RETURN To '.: purrip discharge. ', APTER BFt-Ow SEP1IC TANK. FRDST GR P c A toch cooling collar to Odci ter with set screw provided. INSULATED p COOLING COLLAR ATTACH iUNDISTURBE¢ 7 Glue pipe into flow collar and with pump attached. iowrr into the guide tube. AS PEERF._� �.. 1z- EART;�.tl' 8. Attach to discharge pipe, val yes, and connect electrical os specified. a NOTE`t Tp HYDRAULIC1�11�11=11�Ii 1 1 /2 SCH 40 UNIT COUPLING ALARM 1=t1=1M11"' EXTENSION COLLAR V WATERTIGHT (DY OTHERS)-- - D/2 .� SEAL 1 �1 11 1i- _ _ 111=11�1' JPVC COUPLING -CDtPEAK EN4 LE 1 t1 =11 FLOW �► FLOWN Cool Guides Patent No. 6.262.689 INLETS H 4. 0 P _AT >Af INSE R i BY OTHERS)---, SEE INSERT J Cool GUIDF OPTIONAL AND PUMP -ANCHOR DOLT THROU'r*44 -Nn `AP Generol Construction Dotes „Pere --Rite" Drip Dispersol Systems 1. The system not be instolled in Bret or frozen soils. 2. Igo not pork, drive large equipment, or store materials on the dispersal oreo. No activity should occur can dispersal cared 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 sewoge systems and the permit for the site. 4 The instollotion shall be in accordance with specifications and procedures os supplied by the Manufacturer of the equipment 1 F' in with -- on S ru i n m et h hold a re c t ct o m should o d t and s i I e of system 5 The contractor shall be certified to nsta this type ys R 9 the 'ndividutals 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 instolled according to design. 6. f site conditions ore determined to require the Installation of the system to deviate from the design plans, all work shall stop immediately and the Designer and Heolth Agent shall oe notified. Any ongoinq work shall be the sole responsibility of the controctor 7 Drip tubing moy be instolled with o vibratory plow, o static plow. o narrow trencher (<6" width), by hand trenching, or by scorifyinq the surface sand Dedding the drip tubing in clean sand meeting the requirements for fill material in Title 5 at 310 CIVIR V, 2S5(3) with cover consisting of Bond and topsoil meeting the 6" to 12" iepth requirement. The designer may 'r irate for the tubing to ne instolled up to 24" below grade. All drip tubing is to he instolled parallel wit) the contow Vegelctive cover most be replaced for installations where it i,-emo,+ed or buried during instal ation. 8. h.11 cutting of -igid PVC ;pipe. flexible PVC and drip tubing of size 1 i6,. ar smaller shall be cc ornplished with pipe cutters approved by Manufacturer. No sawing of PVC, flexible PVC car drip tubing of size 1 1%" or smaller is allowed. All rigid PVC pipe, flexible PVC and drip tubing in the work oreo shall hove the ends covered with duct tape after cutting to prevent construction debris from enteringthe pipe. Prior to gluing. nil joints shall be inspected for and Neared of any debrisAll PVC pipe and fittings in the eld shall be SCH 40, All glued joints shall be cleaned and primed with PVC primer prior to being glued..All farce mains shall be tested for ticks prior to being bocwfilled by pressurizing the system and observing for ieokage. :i The Hydraulic Unit is to be placed on a bed of 4'"-- 6" thick of-Y4"— 1 %'+ gravel for drainage. If stondirg groundwater is ra problem in the vicinity of the Hydraulic Unit, o ;creamed drain to daylight is required, U/2 1 ISM ENA orF t __ t�� - ,:11=11�t1�a' .=11=11=11=Il�tl:� 1 /2" FLEX - PVC 4' TYP. DRIP LOOP 1" MIN'`- IMAM INSERT RA1)1US ADAPTER PV('- FIP ADA13JER 12„ �I YP ) DRIP TUBING NOTF; ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LiNE TO ALLOW FOR THE LOOPS TO DRAIN TYPICAL DRIP LOOP C NNECTI NTS ilN DISTURBED!1 VERTICAL PIPE TO RF N S"A ATFt) PUMP DISCHARGE TO 1•11) 1 :bra' MAxIMI1>',i DIE ANr.F Cold Climote Construction Standards "Pere —Rite" Drip Dispersal Systems 1- 'Top teed" manifolds ore to be used to allow for proper manifold drainage Top feed monifolds are to be located slightly higher then the drip tubing. 2. All attempts should be made to p -i -f- the Hydraulic Unit with an open southern exposure for worming purposes. 3. The supply and return lines shall be instolled below the frost line. The vertical section of pipe thot connect to the supply and return lines shall be insulated SCH 40 PVC pipe. Insulot,on sholl be minimum 1�' thick `ham (or equivalent). �6" Rigid Foorn insulation may be inslolistd under the Hyr©ulic unit to protect the supply and return lines in extreme conditions. Sufficient ground cover around the hydraulic un t is required For insuiction, 1\11 pipes "ntering and leaving the hydraulic unit shah elbow vertically down 90 degrees to o depth below the frost line pricer 'co extending away f•om the unit horizontally. Additional insulation inside the hydraulic unit in encouroged. Insulation to consist of blue board, bagged Styrofoam, peanuts or equivalent. f fiGCrg1css isulation is used it must be sealed to prevent it from becoming scituroted. 4. Dense vegetative cover is to be established over the supply trench return trench rand drip tubing prior to the first exposure to freezing temperatures. If vegetotion Gonnot be estoblished, thon trenches and tubing are to be covered with a thick oyer (minimum 6") of mulch, strove/ Loy, etc. until such turf cover is estoblished. Established vegetation height over the dispersal oreo should oe o --ninimum 4" 6" throughout winter months. 5 Contractor shall ;nswate call "nir releose val,res Insulotion to consist of blue beard, lacagged styofoom peonits. or equivalent. If fibergloss insulatior, 1s i,sed, it must be sealed to prevent it from becoming soturated releose valves sholl be placed below the ground surface inside o valve box but at an elevotion above the highest Jrip line In thot particular zone, 6. All loops connecting drip runs shall be slightly elevated (minimum 1"- 2") so thot they drain into the drip tubing after the pump shits off. It is the contractor's responsibility to ensure these loops stay elevcatnd during con:i ofter the oops are backfilled. 7. All conduit entering into the control aanel shall be sealed to prevent densotion inside th, panel. Supplied 8y: OAKSON INC. Innovative Drip bispersal, water Re --Use, cnd Wastewater Products 6 Sargent Street, Gloucester, MA 01930-2719 978--282--1322 CONTROL UNIT PANEL MOUNTED IN AN EXTERNAI_L ° ACCESSIBLE L.00ATK)N .iYDRAULIC UNI T •rfr_1r� (!ir'' cta,�;raut r 10 PANG I lIU I.V" aY CONTRACIOR G OF SRAVEL B' 4F STATIC LIFT TO HU (MAX) FLUSH RETURN -..,. ZONE:, 1 SUPPLY ZONE 2 SUPPLY i)RIP ENABLE i LOAT ELf VATION NOTE: I. THE AIR RELEASE VALVES 2 EACH ZONE IQ HAW SHALL BE PLACED AT THE 1Nt) AIR RLLLASE VALVES. HIGHEST POINT ON THE RETURN LIMES TO BE SUPPLY AND RFTt,RN HNll' CONNILCT17D A COMMON FOR EACH ZONE_ RETURN LIME. VALVE BOX WITH k" MIN. RIGID FOAM INSULATION INSERTED UDDER � COVER i-ROM DRIP FIELD � � ,,.-AIR RELEASE VALVE C:HFC'_K VALVE LAST LATERAL CONNECTION ZONE i i COMMON FIRST LATERAL RE TURN CONNECTION 7vvr~ 2 AIR RELEASE & U-1ECK VALVE SuDp1 Mon i fI IM eturn YP) R O t u rn 1 Sur; 1y 1,/2" Field Monifold (TYP' ` /2" Supply Return -N0TF, ALL RIC1D AND FLEXIBLE PVC ARF TO RF LOCATED ABOVE THE DRIP LINE TO ALLOW FOR THE PIPES TO DRAIN TYPICAL MANIFOLD CONNECTION NTS PVC Primed and Clued �fl__ Adopter Fitting PVC I'- IP Treoded Connection wi l h Te.flon Tape [fir iEi ubin Barbed Ram insert 1"lttinq Connecting Drip Tubing to Flexible PVC Pipe SUPPLY CATER 1 ABOVE PIPING NOTE. THE DRIP TUBING SHALL BE THE LOWEST POINT TO ALLOW FOR DRAINAGE TO 6E LOCATED A�i�VE DRIP Tt.lf31NG 7O ALLOW THE !w4 ANIFrJL[ FROM BOTH THE VERTICAL INSULATED SUPPLY AND RETURN PiPES Tt7 DRAIN AR RELEASE AIR RELEASE VALVE VALVE . R 'URN YiVh.IFQpLD T(7PRESSURIZED ,�•`� ;;,LOCAABOVE DRIP PRESSURIZED DRIP TUBING + ,"�++ TUBIi�IG �� AL�01�V THE • �"" ,''. "' 1AN1 OL T RAIN DRIP T[.181htG �.li`► ,+.'►'+ Ise to HE r- 1 F NiiF+En C;KAi L} i 2"" Vr,; VFRTICAL INStJE�ATF P 'VERTICAL INSULATED N T P; A /� T1 N t O QE , t r 'SUPPLY 'PIPE ►/z PV(. 6i_i2"" AS 1/2 PVC IQ(%'- RETURN PIPE 'PFR ('01_1) CLIMATE FLEX PER DESIGN FLEX to , , ER COLD CLIMATE NOTES) FORCE MAIN NOTES) INSTAL L A TION DEPTH TU BE BELOW COMMON MANN SUPPLY PIPE THE FROST LIME RETURN PiPE RFLOW FROST LiNE BELOW FROST LINE STANDARD DRiP SYSTEM DETAILS TOP FFFD MANIFOLD) PROPOSED SEPTIC SYSTEM/SITE PLAN 175 PINE GROVE ROAD. SOUTH YARMOUTH, MA Prepared for: Michael Farrell, Engineering by: 175 Pine Grave Rd, South Yarmouth, MA 02664 SCALE SDRAWN JOB. NO, Engineering Works, Inc. 12 West Crossfield Rood, Forestdole, MA 02644 (508) 477-5313 NTS p.T.M. DATE 1/3/23 CHECKED P.T.M. SHEET N0. 5 Of 5