Nova Scotia Business Inc. On-site Sewage Disposal System Installation Eastern Shore Industrial Park Page 1 Tender Offer No. lP2014-1337-02 July 3’l, 2014 INSTRUCTION TO BIDDERS Notice is hereby given that on Aug 22, 2014 at 12:00 P.M. (Prevailing time) Bids shall be delivered in sealed envelopes and addressed to: Virginia Bonn Manager, Business Development & Industrial Properties Nova Scotia Business Inc 1800 Argyle St., Suite 701 Halifax, Nova Scotia B3J 3N8
Transcript
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
Page 1Tender Offer No. lP2014-1337-02 July 3’l, 2014
INSTRUCTION TO BIDDERS
Notice is hereby given that on Aug 22, 2014 at 12:00 P.M. (Prevailing time)
Bids shall be delivered in sealed envelopes and addressed to:
Virginia BonnManager, Business Development & Industrial PropertiesNova Scotia Business Inc1800 Argyle St., Suite 701Halifax, Nova ScotiaB3J 3N8
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
Page I 2Tender Offer No. (P2014-1337-02 July 31, 2014
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
Page I 3Tender Offer No. 1P2014-1337-02 July 31, 2014
ON-SITE SEWAGE DISPOSAL SYSTEM
1. GENERAL
1.1 Scope of Work
.1 This section specifies the requirements in furnishing all labour, equipment and materialnecessary to perform the installation of each septic tank and subsurface sewage disposal system.
.2 This includes but is not necessarily limited to the following:
Installation of concrete septic tank and pump chambers.
Installation of effluent filters.
Installation of collection pipes, distribution boxes and leaching pipes.
Installation of approved filter sand and stone.
Installation of peat module.
Installation of sewage pump electrical panels and wiring.
1.2 Standards
.1 Unless specified otherwise herein, the following standards and regulations (most recenteditions) apply to the work:
1. Nova Scotia Occupational Health and Safety Act
2. Nova Scotia Environment Onsite Sewage Disposal System Technical Guidelines
3. The septic system installer shall be Licenced according to the Nova ScotiaEnvironment Onsite Sewage Disposal System Regulation - Section 8.2
4. All electrical work to be conducted by a Journeyman electrician according to the NovaScotia Apprenticeship and Trades Qualifications Act
6. CAN/CSA B-66-1O, Design, material, and manufacturing requirements for prefabricatedseptic tanks and sewage holding tanks
7. ASTM D2729, Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer Pipe andFittings
8. ASTM D2564, Standard Specification for Solvent Cements for Poly(Vinyl Chloride)(PVC) Plastic Piping Systems
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
Page I 4Tender Offer No. 1P2014-1337-02 July 31, 2014
2. PRODUCTS
2.1 General
.1 All materials shall be new and free of defects.
2.2 Precast Concrete Septic Tank
.1 Two chamber, precast reinforced concrete tank; designed according to CAN/CSAB-66-1 0.
.2 Inlet and Outlet Access: Minimum 500mm diameter, access lid with secured polyethylenecover and riser section to finished grade.
2.3 Pump Chanber
.1 Single-chamber, precast reinforced concrete tank; designed according to CANICSA B-66-10.
.2 Access: Minimum 600mm diameter, access lid with secured polyethylene cover and risersection to finished grade.
2.4 Effluent Filters
.1 Removable filter that restricts discharge solids to 1.6 mm, is enclosed in polyethylene or PVChousing, has a 100 mm outlet pipe connection and has access from surface for service. Filters tobe rated for 3,500 litres per day. Polylok PL 122 or equal.
.2 Filter to be equipped with automatic shut-off ball when filter is removed.
2.5 Service Connection Pipes and Fittings
.i Pvc Sewer pipe and fittings: gravity pipe to be 100mm diameter PVC SDR 35 (CAN/CSA B182.1 orCAN/CSA 137.3) non-perforated.
2.6 Leaching and Pipe Fittings
.1 PVC Sewer Pipe and Fittings: ASTM D2729, perforated, with ASTM D2564 solvent cementjoints.
2.7 Treatment Chambers
.1 Description: Premier Tech Ecoflo Biofilter STB-570PR including, but not necessarily limited to,enclosure, peat media, tipping tray, and pump module.
2.8 Filtration Sand
.1 Filter sand to be tested according to Nova Scotia Environment On-site Sewage DisposalSystem Technical Guidelines — Appendix B “Simplified Falling-Head Permeameter Test forimported Sand Fill”. Contractor is to provide to the engineer, in writing, the source of the sandand recent permeability data prior to shipping any material.
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
Page I 5Tender Offer No. 1P2014-1337-02 July 31, 2014
3. EXECUTION
3.1 General
.1 The on-site sewage disposal systems shall be constructed at the locations shown on thecontract drawings.
.2 The Contractor shall remove surplus material from the sites.
.3 The Contractor shall be responsible for supply, placement and grading of screened topsoilfor all disturbed areas. The contractor shall be responsible for seeding or reinstatement ofprevious cover or asphalt.
3.2 Septic Tank Installation
.1 Install septic tanks level and plumb in accordance with On-site Sewage Disposal SystemTechnical Guidelines. Fill septic tanks with water for leakage test.
3.3 Peat Module Installation
.1 Install peat module according to manufacturer’s written instructions
3.4 Filtration Sand
.1 Place minimum depths of sand, in accordance with the drawings (See Appendix A), under thedistribution trench or leach field. Minimize compaction of the existing subsurface soils.
3.5 Distribution Pipe
.1 Grade pipes in accordance with On-site Sewage Disposal System Technical Guidelines
3.6 Field Quality Control
.1 Perform hydrostatic testing of septic tanks by filling the septic tanks with water for 8 hours andmonitoring the surface level. Repeat tests and repair until there is no leakage.
.2 Clean interior of piping and structures of dirt and other superfluous material as workprogresses,
.3 Contractor to receive permission in advance, from engineer, for any deviation from theContract Drawings.
3.7 Record Drawings
.1 Provide as-built sketches including horizontal and vertical locations of all completedworks,
.2 Provide a completed Certificate of Installation, signed by the licensed installer for thecompleted works
Nova Scotia Business Inc.
On-site Sewage Disposal System Installation
Eastern Shore Industrial Park
Page I 6
Tender Offer No. 1P2014-1337-02 July 31, 2014
BID FORM
To: Nova Scotia Business Inc1800 Argyle St., Suite 701Halifax, Nova ScotiaCanada B3J 3N8
Re: Installation of on-site sewage disposal systems: Eastern Shore Industrial Park
The undersigned Bidder has carefully read and examined the Bid Documents for the installation of 5 on-site sewage disposal systems.
The documents include:Instructions to BiddersDesign DocumentsBid Form
The undersigned Bidder accepts the Tender Documents and as such part of the Contract to install the on-site sewage disposal systems, having full knowledge of the work required does hereby bid and offer into acontract to perform and complete the whole of the said works and provide all materials, labour,equipment, insurance and warranties for the following stipulated price.
The undersigned bidder declares that this bid is valid, irrevocable and open to acceptance for sixty daysfrom the date of tender closing.
The Bidder understands that:
- The NSBI reserves the right to proceed or not proceed in the event the project budget isexceeded
- NSBI reserves the right to not accept the lowest bid and- NSBI reserves the right to accept or reject any or all bids.
Notwithstanding any other provision of these Instructions to Bidders and not to limit the generality ofInstructions to Bidders - Right to Proceed, Accept or Reject any Bid, the acceptance of any bidwhatsoever with respect to the project is contingent upon NSBI’s acceptance of the submitted bid price.
The Bidder declares that the Work of the Contract shall be Substantially Complete on or before
_______________________________________________
(insert date).
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
Tender Offer No. 1P2014-1337-02Page I 7
July 31. 2014
The Bidder agrees to provide and maintain General Liability Insurance for the work with NSBI listed as anadditional insured to the limit of $5,000,000.00 for the duration of the project.
The form of this insurance shall be the latest edition of CCDC Form 101.
Bid Price
The Bidder shall include all costs to be incurred for the supply, storage, handling and installation of allwork as listed below including all necessary labour, materials and equipment EXCLUDING taxes (HST).
147 Motts Drive,
137 Motts Drive,
129 Motts Drive,
15 Colford Drive,
30 Colford Drive,
Signature
Dated this
Drawing #140225-02 ClOl
Drawing #140225-02 C201
Drawing #140225-02 C301
Drawing #140225-02 C401
Drawing #140225-02 C501
$
$
$
$
$
Name of Firm Bidding
Address Telephone
Signature Name and Title (printed)
Signature Name and Title (printed)
Total
day of 2014
Nova Scotia Business Inc.On-site Sewage Disposal System InstallationEastern Shore Industrial Park
STEPNM050NETAISENTEESSVRETRAR O, 40713315TAD AREA IS NOT SUBJECT TO VVAICALOM ........___ _ —-
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INSTALLATION.
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• RROPERRR MIIHRRERIES SROWR EEC ONLY APEROSIMATE ERR SHELl RE HEEII IEII OR Silt NH IRECORYRACTORAS R050IRES FOUR TO CORSTRUC’IION.
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• USSUTERLE BOIL CENRITIOSS ESCRUSIERER OURIRS CONS IHACTION MAST RE R500NRT 10 SuE El EERTIESSF THE ENGINEER ASS ERRCIONEL NRAUEL NEROIRS MET EE REQUIRES.
• ALL RYHECTURES, TABOO, FIFES, MEFESIALO ENS REUICES SHELL RE INSTEI LEO ORES SROWR SE CREStPLANS ORES PER THE RN-SITE SEWEEF RISPOSEL TECHNICAL EAIRELIRCE ORES DIRECTED OH TRE ENGINEER,
TIP IN 0:• ALL NEILOIHE SEWER SRERIYY FIFE YORE 1RRm,,, RIAREIRR PYC ODE 33 (CUE E-ISR,I SR CUE N-IRR.1I Mrs
MINIMUM 2% SLOFE.• ALL NHAOTFH EIRTRIEUYION FIFES RILELL HEUF 0 MINIBUS SLOPE OF 55-155mm FEB31 METEOR OF LFNGTII,
ARC CONFORM TO CRE 0-182.1 WITH ROLE SRECINE AR BROWN IN AIAOREM SRRF HOE SN-SUE SEWEOEDIGRRREI SYSTEMS TECHNICAL ECISELINES.
• ALL FRCRRURIZEE RISTRIMETIOS FIFE SHELL RACE NO SLCFE ENS IS YORE RRmlll GOLIR FIFE WITR FLEE CORILLER ROLES ER SPECIFIER REBELS.
• PRESSURIZER RISTRIRECIUN PIER HOLES SHALL RE FIELD RRILLER 11mm RIEMEHER ERR SPECES AT 1.Rm SUERTHE LERETH OF THE FIRE ORES RRSCISER RH THE ENGINEER,
• ALL ROMP SYSTEMS SHELL RE CONNECTER YR THE RIBROREL P010 RY A “SIPHON RREEREIIT• ALL SYSTEMS ORINO AN “EYE RSORE - LOW PRESSORE MICRO 005INO STRTEM” SHALL HUGE TSR RIB TRIRUTLSR
RIFE SLOPE, HOLE SIZER ERR SPACING SET US FER TEE MANUFACTURERS INSTRUCEIRNS ORES SIRECTES RHTILE ERSINEER.
• ELL PIPE TO PIPE ANR FIRE TO STRUCIORE CORRECTIONS TO RE NEC000LT FITTER OR NLSEO TO FROUIRE AWETERTIRET SEAL,
RUCHFILL MATERIEL ENS PROLCRURERI• RD MACROLL MATERIAL SHELL RE PLACER RN 51fF WITIIULIT ARR000EL MT TIlE ENGINEER,• CONTMRCTRR SHALL EROU1SR TRE 000RCE RF RACRPTI.L IMTFRLOL IS WSWNR PRIOR TO LRRTELLYRE 00 SITE.• STRECTORAL RECRFILL MATERIAL SHELL ME CORRECTED IN LATCES SF ThICRRERG SPECKlED RY THE
ER NI N R E C
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FROM SHE RISFONEL FMLO.• NAMAIRAIR PIPE TORE FLERIMLE PLASTIC C PERFORATED OlE’S OR ROUEAALENT.• RUE-DRAIN TRENCH REPTH TR RE RETERMIMED MT TRE ERMRE’ER DURINE CONSTRRCTISN• SAM-DRAIN PIPE TO HUGE MINIMUM 5% PRSITEAE SLOPE,• SOR-EREIN TRENCH TO RE FILLED WITH MlNmm CLEAR STONE,• SISM-ORAIN TRENCH ROBE COGCRRSWTIR NERTER’TILE FARRIC ERR EATENRER OEWR EACH SIDE OF TRRNCR
TO MIS 300mm RERTIL
PUMP ENR EFFLEEST FORCE REIN SPFCLHCATLQ48ITTRE IAELUSES IS OYSTER SRSRLN.• ALL FORCE MAIN FIRE TORE CONTINUOUS LEROTH,• ALL FORCE MAIN RIPE ER RAGE MINIMUM 100mm RAND REUSING,• ALL PIPE SHALL HUGE A MINIMUM GROANS COECIL EE IRRmm.• FUMP CRAMEER SEALL RE FITTED WITH CFE,,ILCRI PARR (AR SPECIFIER HEREIS(,• PUMP NRAEL SE RET UP TC RMDGISE 505INO YRIUME RE RRSLITERS ONES RIRRCTCS RH IRE ENGINEER• ROMP SHELL ME EQUIPPES WITH E HIGH LTUEI. ELORN PROGLOIHO EURISLE ERR RITUAL ALERT WITRIR TOE
F AC IL I T’H -
• CFFLULRI PUMP IS TO MEET CR ERCFRR FLOW NFLCIFICATIRRS WITR HIGR LEGEL ALARM AR EFEROGLO UT EELENGINEER,
• RUMP ELECIRICEL PANEL TORE RATES FOR TRIS AFFLLCETISN AS EPRRSYEC MT TRR RNNINEER• ELECTRICOL JUNCTION ROY TOME WATERPROOF AND LOCATES I-Em ASCGC SRRRNR, MOUNTER OR HRH PT
WOOS POST.• ALL CLECIRICAL WIMIRU HOME CONTAINER IN WATERRNOOF C005LG.• FORCE MAIN PIPISE BURIES ANDCR ROARWUTS ShALL ME PMOTRCTER MY SECONDARY ENCLOSURE TO
PREAEST CRASHING,
• CONTRACEON SHALL PMORIRE THE ORURCC OP IMPORTED FILTER RAND ERR MECERI FLRTIRENIPEMMEAOILEI’G TEST RESULTR IN WRITING TO TRE ENNINREN PRIOR TD ORIPPINS ART MATERIAL
• TEE CREINEER RENERRES TRE RIGHT TO TEST ALL IMPORTER SEND PRIOR YR INRTALLETYON,• THE ENGINEER OENEMYER TEE 51001 TD TENT ALL IMPIIRTED NERD AFTER SAND ISOTALEATYON ARE I’RIOR
GO ART RIREM WORE. APPHRGAL OF IMPORTED SASS WILL ME RARER DR IS-PLACE FIELD TTSI5 TUHEHAFTER IRSTAL LATTOR.
• ANY SANS INSTALLED WITHOUT RObS APPROGAL CF THE RROIRLER MEG ROT ME ACCEPTED ARO MAYBEREOHINER TOME RENEGER
SEPTIC TUNIC ROMP CRAMMER:• SEPTIC ARE HELDIRR TANKS MAST CONFORM IRA SEARUEMD CAR1CSA-MRM-MNR,• ECCEFTAMLE NATERIALO ARE REINFORCER CONCREIR, FIBERGLASS OR POLTETRYLERE.• CONCRETE MINIMUM NTMEROTH: HIRE PSI (DR MFAL AT RI DARN.• AIM ESTNAENING: N-RYE STRACTRNAL FIRER REINFORCEMENT.• CORRINECTIOR JOINTS TOME REELED WITII MRTTL ROPE SR EOEIGALENT.• MAXIMUM NENTI N FEET (1.5 METEMD(• ALL TANRO, RISEMS ERR COOEMO MUST ME WATERTIGHT.• RLL IANRN MOST NC ASOEMOLED ARM INSTALLER ASPEN MASUPECTLLSEMR IURIMSCTTRNO.• TANKS MONT IRCLUME A WATERTIGHT ACCESS EON MAINTENANCE, INSPECTION RAID RAMP ORE.• EFFLUENT FILTCNS MANT ME INSTALLED AT EMIT I-ROARING SF ALL DERTIC TRAINS.• WIIESE TSP OF TARE IS MHSO ERAS 300mm HELOW FINISHER GRAME, A RISER RENT NE INSTACLED 10
EOTERM WITROI SMMmm SF FINISHES GRASP• ALL TARE STOECTANES TO RARE MEISNAM EREom, COMPACTED DEPTR OF 05mm DIA. ARURRLN NUN ONAAFL
DR 28mm MIA. CLEAN CRORHED STORE MRRMRG
TOPSOIL, SEEM ARM GOD:• ALL DISTUNMER GNRCND TORE CSOEMER WITH TOPSOIL AND SEHEER OR COGENEM WETR SOS,• SIIOELR RE,ARSSAL CONRWSRO FMOHIOET TILE PLACEMEST OP SEER GM NOR. ALL SOTUMOEM NMORSO
OHALL NE CRAENED WITH STRAW RN MULCH SR ETREN MATERIAL ‘10 PNEGCRT ENDRIOR UNTIL SUCH A TIMETHAT SEMMIRR GM SOS METRE PLACED,
• IT IS THE CONTRACTORS OESPDRGIOILTH’T TO CRMPL EYE SEERIRO EN SOORIRO WOES REASONALCONDITIONS PERMIT.
• 010 NECOMMEODER THAT MSLCR SR NTNOW ME PLACER OFTEN SEERINR SO PROMOTE SHOWER.
INRPCCIISRG:• THE EHOIREER MAT INSPECT ALL PHASES OP TOL WOOR INCLUDING SHE FOLLOWINS:- EOISTTRG SITE PRISM TO RIANT SPENT CDNRTRSCTIRH TO EENIFH LOCATIOR ST DISPOSAL PIELD- P0100 TO PLACEMENT ORGANS PILL-AFTER OITE PREPARATION AND GRANNIRS.- FMIDR TO CDHTNIHR DIN’ISIMSTIDR FIFE WITH ORAGCL- PUMPER RYNTEMS MUST RE PRESSURE TESTER WITH WATER PRIED TO CSGENIRU OISP000L FIELD.- AFTER TOPSOIL IRSTALLED.- AFTER INTERIM ROIL OTANILIRATTRR,- EFTEN GRASS HAS MOOTED.• FINAL APPMRRAL WILL NOT ME SMARTER UNTIL FINISHED ONADE SURFACE HAS NCEN OROMER ACCDNMIRE TO
SERbS AND ALL MISTONNET Roll RTARI’ARCR WITH GRASS
SEEDIAL ROTES:- BACKFILL AMWNNT FOLINDATIOR TORE GRADED TO RLRFE AWEG FROM RIRFOSAL FIELM.- ALL ROOF ERAIRS TO RIRCHAHEE AWAY FROM TIGPRSAL FIELD.- PROPOSER RNIRMWEGO DROWN ARE FOR REFCHENCE ONLY. ACIUAL ORIGLWET
LDCUTIMR IS MT OTHFNG, MREEIGIRG AFFRRGAL FROM ROHIM ASO IN ACCOREANCFWITE ANY AND ALL APPLICABLE PNRRERCUL, MURICIPAL USE LOCAL MRLAWS.
LOT SCDSN HOLOINGS LIMITED
129 MOTTS DRIVE,EAST CHEZZETCOOK
PlO: 48713319
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMSPECIFICATIONS
RELIOSIE E,GELROTTR
EOISR1RG DIRPMRAL FIELD: lEE EPj45E• ALL ERISYMBO DIRPROAL PIELR MATERIAL SHALL HE SIRPOSER OF ES OIRRCYRR MT TEE ENSINEER• ERIOTING NMDURR MATERIAL RILALL ME ERC000TER TOE SEPiA AR DMECTER ST THE CSGIRCEN,• ALL EXISTING MISPORAL OREA MCD MATERIAL SRACL RE REPLACER WITII OECHFILL MATERIAL SPECIFIED
HENCR RN AS EPPMRGLD MT TEE FHOINCER. SD QUEEN SYNEETP.R. MOM 555
IAUSMRY NAER.CIT NPECIRICATIGRR: CHESTER, ROSA StOmA, BOA lAO• ITO RECOMMERRER TEAT ALL WASAIRO MACHIRER RUSE A LWT FILTER ATTECNFR TO TEE OUTLET PIPE AS TEL NBU-UGT-SEHE
SPECIFIER ECREIR. : FAX. SOU-UZY-SMEX• LINT FILTER SHAUL ME OAPPIIER MY HUZTEE ITS RIMNINU. ONTARIO. FE.TEN SHELL ME ‘SEE SEPTIC SI0HRM@EICHLCL
PROTECTOFE” MOREL COMPLETCRHTR INS NICNRR FILTEM. FILTEM UNIT SHALL RE ISSTHLLEO ER PEEMASUFAETNMEMS IRSIMACTI055 RIRCCTLT TO EACH WASNIRS MACHIRE. ESUIGALERT RRITS WILL REAERFPTCR EERR 0EHIFW RH TOE ERGIRCER,
P ELIMINARY
MERMLARO ——
IAN RMAPNILRMIXEHREEIO ASEISOTTESARI ERAPRILURH4
o. *RMME
140225-02
I C303
GENERAL CONDITIONS
CONTRACTOR SHALL RHOIPT LOCATiON SFAll WELLS, WATERSOORSES, LOTMOASSAOIES ASS ALL ELEVATIONS P0105TO CONOTEOSTIOS STTTTSN RET,’. FROMTHE LOCATION OP OOPOOAL SYSTEM)
MACOWASH WATAR FROM WOTERTREATMENT OEATCES SOOT HOT MEOISTOAROES TO THE SNOOP SYWASESIOP050L SYSTEM.
0001 POONSATIOS ASS LOT ORALAAAEMAST HE SIHEOTEE AWAY I TOM THETIOPOOAL FIELO, SEPTIC TASK ASS POMPISIPHOSI CHHMMTT
TRIO OIASHAM IS TORE SLAO INLOMOINATIOS WITH 5000MTSTSSUSMITTES WITH ThE APPLITAT1ON POTAPPEOHAL TO INSTALL TIlE AN-SITESTSTEM AND THE AFTACIIESNPEHIEITATIONS.
i PRELIMINA
LOT NCDSN HOLDINGS LIMITED
125 MOTTS DRIVE,EAST CHEZZETCOOI(
-— — PIG: 4S71331SSTATS MAST SE ARES TOESSAHE THATTHE AREA IS NOT SAILIHCTTS VEHICULAR rE’..S REPLACEMENTTRAFFIC OF ANT STHEH SIATUSSANCESUCH AS ETSATATTAN SE STSCHPIUSS ST ON-SITE SEWAGEEXCAVATES MATESIAL ETC., ISSTALLATTSN DISPOSAL SYSTEMSF A PHTSICAL MUSTIER 10 HECUIIMESSEO,
PUMP CHAMBERIT IS THE APPLICANTS SESPSSSLMEIFR TO ‘LINITEA &VEISSTTEASSARE THAT THE COSSTRACTIUN SE SITE TSAPSIL2ST4PSANSATTSNS, SRTHEWAT, WELL SR ANY STARS M.ESSLANCOTHER SEOELSPMEST OS THU LOT WiLL TSR SSAPSILUST4SAT IMPACT SN TIlE PEASISILTYT OF CUIATIS A,VEISST’TEUN-HOE SEWASE SISPOSAL FIELS
- ,,S5AFEIIfl11,_INSTALLATION.
SISHUSAL STSTES MOAT ME INSTALLERSPA SOSTNASTSE LICENSSS TO INSTALLSN-SITS SEWAAE SISPOSAL SYSTEMS 10NOVA SCOTIA.
ALL WORE MOST RE COMPLETES ISH555SOANCE WTYH THE NOVA SCOTIASN-SITE SEWASE TISPOSAL SYSTEMSSEUALATISNS. SN-SITE SEWASE STSTEMSTECHNICAL SOISELINES ASS CASSTTIONSOR TOO APPESHAL
STLCN HOPE TSRPUMP HTMOHAL
COVET ROLl ES OR LOOHESACOCOX HIRER / MIS ISO.,,,,, AMOOL FINISRTS ARASE
LENATO AS REQILWOS) \, .Z 4NST,m MAO1,(S ENS HALVE ETFE AS ESSUIHESI
ISITl: ALE) TO TO SLOPE MIS <L’,>__A I / - V’4}”’ — ST.’.’.. OR SARA SCHE001E—
—
I 44 SR ST PEG TO MET
WA SETIUHT SEAL “TT)/’
,,[-S ARM ,‘p? ‘ “ ASAPTOR (IF NEAHIRES)
TEE —
-_:‘ PUMP RN -— WATER TIAITT SEAL
—- ‘1 —T1 / ESS SLEES ROLE IS MFSAINES IF PUMP
FLAATS—’ STTL ROSE IS ESHIPPES WITH SHEIK HALVE SN
CUA APPROVES -- L’
-
VOCOHARGELINU ITNOT SELF
POMP CRAMEER /
/1, ‘ /
MHNOFASTHREITS/ EFFLUENT PAMPAS SPECIFICS
TYPICAL I000L PUMP CHAMBER IF REQUIREDSCRLE RiO
NOTES
CONTROL PANEL TO EE PLACES IN MOILSISS OHWATERTISLHT ENALSSHME - OLURM ASS POMPONNTPARATE CIRSHITS.
L’E4HOLE ESSINTHELSS SERVICES INC.
ST AHESS STESETPA. SOS LSN
CHEST SE, NOVA SCOTIA, MTL IJTTEL NST-2HS-OTSTFAX. STH—2TS—SSRA
(S5ITTTTISAJjAAITITTST
ISiS OlE POMP CAAMSFN WHEN THE TOME IS
TOOT: SNORRES FLOCKASS AESTEOTLLE FASHIE
OHEH ENTIEL PIPE
TYPICAL FORCE MAIN CONNECTION DETAILSCALE: STO -- - — -- —-
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140225-02[_HRETA
ITUI’.TLL
AOLC ENGINEERING SERVICES INC.
50 QUEEN STREETP.O. MDX 555
CHESTER. NOVA SCOTIA, 554 IJOTEL 502-2734050FAX. 502.2734072on5IPPedngoSIPInc.Ca
LEGENDRPM
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7100051 LOT BRUNIVERSAL ENTERPRISES
LIMI1ED137 MOTTS DRIVE,
EAST CHEZZETCOOKPlO: 40710683
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMEXISTING PLAN
DC D.C A.VCINOTTEDCII 020PRILPDI4
G.E NO LAND5*10 525P81L2014
& yE IN OTT E015 0Z*PRIL2014
j140225-02
C200 [1o’4
LOT TAR050 HOLDINVS LIMITED
14? MOTTO DRIVE,EAST EHEZZET0500
PlC: 40711713
EXISTING PARKINV AREA
LOTTEDUN hOLDINGS LIMITED
ICC MOTTO DRIVE,EAST CIIEZZETCOOK
PlO: 40713315
PlO: 40711111
LOT 55UNIVERSAL ENTERPRISES
LIMITED137 MOTES DRIVE
EAST CHEZZETCOOKPID: 40710683
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMPROPOSED PLAN
DOT, 3OJUNEUUI4
140225-02
aBLE ENGINEERING SERVICES INC.
TO QUEEN STREETP.O. 500 959
CHESTER. NOVA RCOTI& SUJ JOTEL 902-273-SOSOFAX. 902-271-3072
Tng IT El. I,
LEGENDTREE
P 0000RUAVO TEE OTT
El POLE POWER POLO
CHECKED A.VEINOYTC
C201
GENERAL CONDITIONS
CONTRACTOR SHALL VERIFY LOCATION OFALL WOLLO. WATSHCDURSES, LOTBOUNDARIES AND ALL ELEVATIONS PRIORTo CONSTRUCTION rMTHIN lISTs FROMTHE LOCATION OF DISPOSAL SYSTEM)
BACKWASH WATER FROM WATERTREATMENT DEVICES MUST NOT REDISCHARGED TO THE ON-.STTE SEWAGEDISPOSAL SYSTEM
ROOF, FOUNDATION AND LOT DRAINAGEMUST REDIRECTED AWAY FROM THEDISPOSAL FIELD, SEPTIC SANS AND PUMPISIPHON) CHAMBER.
THIS DIAGRAM IOTA REREAD INCSMOINATION WITH DOCUMENTSSUMMITTED WITH TOE APPLICATION FORAPPROVAL TO INSTALL THE ON-OTTOSYSTEM AND THE ATTACHEDSPECIFICATIONS,
STEPS MOST RETAKEN TO ENSURE ThATTHE AREA IS NOT SUBJECT TO VEHICULARTRAFFiC OF ANY OTHER DISTURBANCESUCH AS CUCAVAI1OG SR GTACKPS.BIQ OFEEC*VATEO MATERIAL ETC.. INSTALLATIONOP A PHYSICAl BARRIER IS RECOMMENDED,
O STilE APPLICANTS ROSPONSISSJTY TOASSURE THAT ThE CONSTRUCTION OPFOUNDATIONS. DRIVEWAY WELL OR ANYOTHER DEVELOPMENT ON THE LOT WILLNET IMPACT SN THE FEASIBILITY OFON-SITE SEWAGE DISPOSAL FIELDINSTALLATION,
DISPOSAL SYSTEM BURT REINSTALLEDSEA CONTRACTOR LICENSED TO INSTALLON-SITE SEWAGE DISPOSAL SYSTEMS ISNOVA SCOTIA.
ALl, WORK MUST RE COMPLETED INACCORDANCE WTTH THE NOVA SCOTIAON-SITE SEWAGE DISPOSAL SYSTEMSREGULATIONS. ON-SITE SEWAGE SYSTEMS
4.J3.LEABLE ENGINEERING SERVICES INC
SI QUEEN STREETP.S. MDX DIR
CHESTER. NOVA SCOTIA. EEL IJOTEL 0D04154050FAX. BD2-SY34ITZ
.051,, PorIng 50K IPIflK.Da
LEGEND
P551101LOT 6B
UNIVERSAL ENTERPRISES
LIMITED
137 MOTES DRIVE,
EAST CHEZZETCOOK
PID: 40710683
ORARDS REPLACEMENT
ON-SITE SEWAGE
DISPOSAL SYSTEM
SECTiON AND DETAILKISRICO &YEBTOTTERAT? D2APRILSDI4
MENU LANDEATS SDAPRIL2SS4ROUSED *UYEIGOTTECOTS SSAPRIL2SI4TOPSOVAC UGYUESBALES’TSMPRISES LTD.BATS SOJONE2SI4
DISPOSAL FIELD REQUIREMENTSTOO mm 1iAL COVER MATERIAL. REED TIRSSU j”’’’’’’”
200 TO 350 mIS ,j.,CLEVN LOCAL PERMEABLE BACKFILL SELECTION CRITERIA
GEOTEXTILE FABRIC RESUIKED DYES CRUSHED ROCK N FILTER GAMEDo5lJ 11101 500 1 APPLJCANT,T UNIVERSAL ENTERPRISES
75 mm CRUSHEDROCKSVEHPIPE.-- ——..
TOO 1’,SbSISTHIKuYIOSPIPEDIASMETER SLOPE 5%APPROVAL NO. 2IIILSEDUSe
50.5 I m DISTRIOUTION PIPE LENGTH •—----—‘---—L—---—--’——-—-I ISTMOTTSDRRO. -
12S I mm CRUSHED ROCK BELOW PIPE SOS. TYPE FILTER 5*100 I LOCATION I EAST CHEZZETCOOK
450 PETER ‘PERMEASETTYETVTIRI..ITUIE.IJ SOIL‘ 1 QUALIFIED
‘
__J L1EBTTOTILXOE°°”!PERSON j
APPROXIMATE MATERIAL REQUIREMENTS4.7IS.2I RT’Iyd1 CRAS050ROCV
OF Tills APPROVAL
i•’_____•_2o2
GENERAL KEECIEICATIENN: EEIDTINSSINPDNALP)g)pIrAHpLIcADLEI• ALL CONSTRUCTION WORK AND IKHTULI ATION METHODS AND PRAATICEO SHALE aKIN ACCOKOANAK WITH ALL ALL ECWTINK KISPDNAL FIELD MATERIAL SHALL NE DISEASED OF AS DIRECTKD TN TOO EKGIAEEN.
MANAFACTAREKS WDTKOCTONS. ANK TOE NSA ON-NOTE SEWAGK DISPOSAL TKCANICAL NOIKELINEN OR AN • EWATIND AKOANK MATERIAL SHALL AK EXCAVATED TN U DEPTH AN DIRECTED NT THE ENGINEER.E I NA NEEAIEED INCDIRECTED KY THE ENSIHEER • ALL EDIDTIND DISPOSAL AREA DEC MATERIAL SHALL NE REPLACED WITH SACKEILL MATAAIAL SPECIP1ED
• AU ELECTRICAL WORK SRALL DC INSTALL ED ACCAADWA TA AL,. APPUCADLE ELECTRICAL CODES SAD HEREW AN AN APPROVED KY TOE ENGINEER. ND SHEEN STREETCAERIED CAT AND CERTIFIES IN WHITWA STA LICENSED ELECTRICIAN. P.O. KDD INS
• PROPERTY RDANDAAIED SHOWS ARE ONLY APPNADIMAIE DUO SHALL RE VERIFIED ON SICK BY TOE LAUNDRY EACILTFT APECIFICATIDNN: CKKKTDR. GRAD DANTIA, RU IJTCDTTTRACTCN AS NEDAINED PRIOR TA AANNTKDASDN. • IT IN RECOMMENDED TRATALL WASHING MAAAINEN RAVE A LINT FILTER ATTACHED TO THE DATLET PIPE
__
- ‘EL NT2-ITN-STHD• ANT ERNNNN DR AMINNIDNS PADND IN THESE PLANS AND CPECIFICDADN NTTALL NE IMMEDIAYELY RNDADITT TO HPECIPTED HEREIN. PAD. NIA4TU.STTU
THE AFTENTTDR DF TOE ENGINEER • LIST FILTER SHALL RE NAPPLIET DY RARTEA LTD. TIMMIRN, DNTARID. FILTER SHALL RE TIRE SEPTIC •[email protected]• AHOAIYADLE TOIL CANEITIASS ENENAKTERED DORIES ANNSTHAATIDN MANT RE RHODDPT TN THE ATTENIIDN PHDTEETDST MSSEL ESRPLETE WITH TED MIARDN FILTER. FILTER DNIT SHALL NE INSTALLED AS PEN ‘
Dr THE ENDINEHR AND ADDITIONAL GRAVEL MADDING DAY RD REDDIEED. MANUPAETADERN INSTNACTIDND DIRECTLY TO EACH WASHING MACHINE EHAIVALENT DIIITN WILL NE• ALES INUATUNEN, TANNN, PIPAN, MATERIALS AND DECIDER GOAL L NE INSTALLED ERAS SHOWN ON TREND ACCEPTED APSE REVIEW RE THE ENGINEER.
PLANS DR ASPEN THE EN-SITE NEWAGE DIDPDGAL TECHNICAL DAIDDLINEN ON REDIRECTED NT THE ENGINEER.IMPDRTAD KILTER SAND EPDDIEIAAADNDI
PIPING: • EDNTNACTDH SHALL PEDDIDE THE TRANCE NP IMPARTED IILTEN SAND ANN NEDENT PERTINENT• ALL NUILSINN SEWER SHROITY PIPE TONE IDDmm DIAMETER PVC NDN SN ADD D-IST.E SN ASS N-TID.TI WITH PERRDANILITY TENT NESALTS IN WRITING TO THE ENGINEED PNIDH AD SHIPPIRD DNA MATERIAL
MINIMUM 1% SLOPE. • THE ENGINEER NANENTEN TIlE NIGHT AD TEST ALL IMPDRAED TANS PNINR TD INDTALLATTDN.• ALL GNDAT1’Y DISTPINDHDN PIPDN NHDLL HDAE A MININSM DI DPE OP TD-IDET,N PER SD METERS OF LENGTH, • THE ENNINEER NENENHEN THE RIGHT TN TEDT DEL IMPDNTDD NAND AFTER NDND INNTDLLATTDN AND PRIDR
AND ADRFDHM AD ADA R-IEA.I WITH HOLD SPAEIND RN SHOWN IN DIADROR SD DENSE ON-DDE SEWAGE TO ANT DTNDN WDND. APPNDDAL ST IMPDNTDD SAND WILL ME SAGES EN IN-PLACE FIELD TESTS TREEDDIDPDGAL SYSTEMS TECHNICAL SOIDEUNEN, AFTER INNTALLRTTDN,
• ALL PREDNDRIZED DINTRINATIDN PIPE NHALL IIDAE MS SLOPE AND INTO ED SImm SELlS PIPE WITH FIELA • AMA SAND INNTALLED WETHDUT PRIDR APPRSHAL DV THE ENGINEER MAT NDT NA ACCEPTED AND MAY NDDRILLED HOLED AN SPECIFIED HEREIN. REQUIRED TD RD EDMOVED.
• PRADNSRIZED DIGTRIEDTISN PIED HOLES SHALL NE EIELD DRILLED I 1mm DIAMETER AND SPACES AT TIm SHEATHE LENSAN OF THE PIPD ND AN PNNAIDED DY THE ENGINEER- SEPTIC TAND) POMP ANAMNEN:
• ALE PUMP NTNTEMN SHALL ND CDNNEETAD TA THE DIDEAGAL FIELD DV A NIPHDN DREAHER”. • SEPTIC AND NDLDING AANNS MAST ASNPDNM DNA STANDARD CANIANA-ERA-MED.• ALL SYSTEMS DOING UN EADNDDSE - LOW PRESSURE MICRO DDNIND DTNTENT SHALE HAVE THE AINTRINDTTDN • AAEEPTADLE MATENIALN ARE RDINFDNCED AANEREDE, PIRENSLANS DR POLYETHYLENE.
PIPE SENPE, HALE NIZEN ASS SPRAINS NET ASPEN THE MANAPACTANDAN INSTRAATIDNN DR AN DIRECTED NY • ADNENATA MINIMUM STRENGTH: HOOD PSI IAN MPA) AT NM SAHS.THE EMSINEEN. • HAN ENTIENININS: A-HG, NTNAATUN.NL FIRER REINFORCEMENT.
• ALL PIPE AD PIPE AND PIPE EN STRUCTURE EANNEATIDNO TD SE NECARDLA TITTER DR SLURS AD PRDS1DE A • ADRNTRUETIDN JNINTN AD RESEALED WITH NATAL RAPE DR EDDISALENTWRTERATNRT NEDL • MAWEAM NONE: S PREY )I,N METERS)
• ALL TAMES. MISERS, AND COVENT MAST ME WATERDINNT.RACAPILL MATERIAL AND PEDDESANEN: • ALL ARNOLD MEET RE USNEMNEED AND INSTALLED ASPEN MSDUPAATHNDN.N WNTHSATIDNN.• ND EACDPILL MSADNLAL SHALL NA PLACED SN SITE W1IHDUT APPRDVAL NY THE ENGINEAN. • TANKS MAST INCLUDES WAAEMHGITT ACCESS TEN MAAITENSNAL INSPECTION AND PUMP DAY.• ADNTNAATDN SHALL PNDDIEE THE SNURCE NE RUCIEPILL MATERIAL IN WNIIINN PWDR TA INNTALLING ON SAID. • EPELDENT FILTERS MUST RE INSTALLED AT EDIT T4IDUGINE NP ALL NAPTIA TANKS.• NTNUATANAL NSERPILL MATERIAL NHALL NE ADMPAATED IN LATENT OP THIAANENN NPDAWIED ST THE • WNESE TEPEE TANE IS MDTE ALlAN SNAm,i RELDW PININNED GEESE A RISEN MANY ED INSTALLED AD
ENGINEER EDTEND WITHIN 511mm DP EININHED GRADE.• ALL TANK ETHOTTERDS TO HEAD MINIMUM IMDHPN COMPACTED DEPTH EP ANWI,, DAL CRUSHER NAN SNAAEL
NAN-DRAIN END INTERCEPTOR TRENCH APECIPIASYRNS: DR ASm,, DIE. CLEAN CNASMDD STARE DEDDING.• SWALE SITAR SWILL HAVE MINIMUM ND NLDPE AND NE CONSTRUCTED AD CREATE PESITIHE DAAAROGE AWAY
PROM THE OINPDNAL FIELD. !9T!hiS!SsNR!9Pi• NDN.DELDIN PIED TOED FLEDIELD PLASTIC E PDMPDAATES BIG-A ON EQUIVALENT. • ALL DINTANNED DREAMS AD NE CAEDNDS WITH TDPDNIL AND SEEDED EN ADHERED WITH TED.• SUE-ARMS TEANAN DEPTH TONE DETERMINED MY TIlE ENSONDAN DARNS ADNSTHUATIDN • NNDALN SEASONAL ADNDTNDRN ENDHINTT THE PLACEMENT DE SEED DR SOD. ALL TINTATNED SRONND
___________
• SOD-DRAIN PIED AD HEAD MINIMUM AT. PDSITIYA ELDER NASLE ND ADVENEN WITH STRAW SN MALAN AM DARES MATERIAL TN PRETENT DRDNIDR ONTO. MOAN A YORE• SOS-DRAIN TRENCH TD NE PILLAS WITH 055mm CLEAN STAND AIHAT SEEDINS DR GSD MATED PLACES.• SAD-ORSON TRENCH CD NE ADHERED WITH SKHTEDTTLE PADRE AND EDTHNDED DOWN EACH GLAD OP IRENAH • TI IN THE ANNARACTONS MANEORNIDILTYT AD COMPLETE SDEDINS AR NODDIMS WIIHN NEASONSE
TN MIS NODMIRT DEPTH. ADNDITIDRN I’DEMIT.• DIN RECOMMENDED THAT MULCH DR STREW NE PLACED DETER SARDINE AS PROMETE SRDWTD.
PUMP AND EAPLADET EDEAE MAIN NPFAIEIDATIONN IWINETE,i71k7!HEDRSESJc,jt• ALE FORCE MAIN PIPE TONE ADNAISANOD LENGTH.• ALL EDRAK MAIN PIPE TD HAVE MINIMUM IDDm SAND NEDDINA • THE ENGINEER MAR INSPECT ALE EHANEN AT THE WORK INEEUOINS ASK PDLLOWINN:
________________________
• ALL PIED SHALL HAVE A MINIMUM NRDDND ENVER OF AIEmn.- EOISTANN SITE POlAR TO NTARA NP ANY ANNNTROEAIDN TO OENIPT LOCAITON OP DINEONAL FIELD.
• POMP CHAMBER NEALL ED PITTED WITH EFFLUENT PANE AS NPEAIEIED HEREIN). - PHIDA CD PLACEMENT SE SAND FILL - AFTER DDE PREPARATION AND NNAANINN.• PAMP SHALL BE SET DP TO ENDAIDE ODDINS VDLDRE SD IATLITTRS SHAG DIRECTED NY THE ENGINEER. - PRISR TO ADAENINN OINTRINSTIDN PIPE WITII GRAVEL.• PUMP SHALE RD DDUIPPED WITH A HION ETHEL ALDEN PROVIDING AADINLD AND OTSUAL ALERT WITDIN THE - PUMPEO SYSTEMS MUSTEK PRENNURE TENTED WITH WATER PRIOR TO ADVENINE DISPOSAL FIELD.
EACILSY.- AFTER TOPNDIL INSTALLED.
• EPELOENA PDMP ISIS NED) ON DEEDED PLOW SPECIFICATIONS WITH P15K LEVEL ALASM AS APEHOALA OH THE - DATER INADNIM SOIL NAADIUZATTNN.
_____________________________
ENGINEER- AFTER SWING lIDS HSOAEO,
• PANE ELECTRICAL PSNKL DEED RATED FOR THIN DPPLIAAHON AN APPROVED BATHE ENAINDDR. - FINAL APPROVAL WILL NOT ND ENANAEO SNTTL ELNIAHEA ERASE DONEACA HAD OEDN SNAKES ACCORDING TO• ELECTRICAL JUNCTION ROD TAKE WATERPROOF AND LOCATES 1Dm ABOVE AROUND, MADNTDD SN ROD PA DENIGN AND ALL DINTORRKD SOIL STABILIZES WITH NNANN.
WADS PDST.• ALL ELECTRICAL WIRINS TAKE CONTAINED IN WATEREEDDE CARDAIT. SPECIAL NOTES:• FORCE MAIN EIPINN EARED UNDER ROADWAYS NIIALL RE PRDADATEO KY SECONDARY ENCLOSURE AD - BACKFILL AEDINOT EDANDSTISN TOED SHADED TC ALOPE SWAP PROM DINPDSDL TIDED.
PREVENT ORDARING.- ALL ROOF DRRINN TO DINAHSNGD AWAY PEAR DINPDSDL PIELS.
PROPOSED DRIVEWAYS EHOWID AND PAR REFERENCE ONLY. ACTUAL DRIVEWAYLOCATION IS ST OTHERS, RECEIVING APPROVAL PRAM NSTIM AND IN AAASRDANEEWITH ANT AND ALL APPLICABLE PROVENADL, MUNICIPAL AND LOCAL EPLAWS.
CHESTER NOVA SCOTIA. ODJ liDTEL 552-273,3050FAX. 9024734073
Dfl0IflEDdngISSbUIDD.D3
LEGENDTREE
C SR90090 SARUOT OCORLU DPI
0 POLE POWER POLE
• ID IRON PIPE (OR DCIV
LOT 7ABDSN HOLDINGS LIMITED
147 MOUS DRIVE,EAST CHEZZETCOOK
PID: 40717712
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMPROPOSED PLAN
DESIGNED ASEINOTTEODIN 0SAPRIL3DI4ORDER UEHGLANDOATH OOAPRIL2014
PPSHDI.O EON HOLDINGS LTDHOlD ONJELV2UI4
140225-02 [.
LOT 700DOS HOLDINGS LOOTED
107 MOTTO DRIVE,EAST CHEZZETCOOK
PIE: AO,1,71a
N
LOT DXCNOVA SCOTIA BUSINESS INCORPORATED
351 MOTTO DRIVE,EAST CVEZZEFCOOK
PlO: 0004(045
SCALE: 1:300
MN)EDMlDRDSO
BLEND TO GRADESO LESS THAN 1.0
LEGEND
CONTRACTOR SHALL VERIFY I SCAT1DN OFALL WELLS, WATVRCOURSES. LOTBOUNDARIES AND ALL ELEVATIONS PRIORTO CONSTRUCTION (WITHIN TI.Sm FROMTHE LOCATION OF DISPOSAL SYSTEM)
BACKWASH WATER FROM WATERTREATMENT DEViCES MUST NOT BEDISCHARGED TO THE ON-ROTE SEWAGEDISPOSAL SYSTEM
STEPS MOST SE TAKEN TO ENSURE THATTHE AREA IS NOT SUBJECT TO VEHICULARTRAFFIC OF ANY OTHER DISTURBANCESUCH AS EXCAVATION OR DTOCKPIUNO SFEXCAVATED MATERIAL ETC., INSTALLATIONOF A PHYSICAL BARRIER IS RECOMMENDED.
IT IS ThE AVPUCANTS RESPONSJSILITY TOASSURE THAT THE CONSTRUCTION OFFOUNDATIONS. DRIVEWAY. WELL OR ANYOTHER DEVELOPMENT SN IRE LOT WILLNOT IMPACT ON TIlE FEASIDILIT’Y OFON-Sr. SEWAGE DISPOSAL FIELDINSTALLATION
OISPOOAL SYSTEM MUST BE INSTALLEDEVA CONTRACTOR IJCENSED TO INSTALLON.SIIE SEWAGE DISPOSAL SYSTEMS INNOVA SCOTIA.
ALL WORK MUST MV COMPLETED INACCORDANCE WITH THE NOVA SCOTIAON-SITE SEWAGE DISPDSAL SYSTEMSREGUlATIONS. ON-SITE SEWAGE SYSTEMSTECHNICAL GUIIIELINES AND CONDITIONS
EUPIRT DATE: SD JOLT 001710.0 ) m DISTRIBUTION PIPE LENGTH --
125 rsflo rESVSHEDROCEMELSWPIPE SDIU TYPE) FILTER BARD LDCAT1OR I
450 j PERMEUITTREXTOEI_J
ROOF. FOUNDATIVN AND LOT DRAINAGEMUST BE DIRCCIED AWRY FROM THEDISPOSAL FIELD, SEPTIC TANK AND PVMP(SIPHON) CRAMBER.
THIS DIAGRAM IS TO SE READ INCOMSINUTISN WITH DOCUMENTSSUBMITTED WITH THE APPUCATION FORAPPROVAL TB INSTALL THE ON-SITESYSTEM AND THE ATTACHEDS P ECIPICAT1OMS.
GENERAL SPECIFICATIONS:• ALL CONSTRUCTION WORK AND INSTALLATION METHODS AND PRACTCES SHALL ME IN ACCORDANCE MIS ALL
MARUFACTORERD INSTRACI1ONO AND TIlE ROE ON-SITE OCWASE DISPOSAL TECHNICAL SAIOELINES HR ASDIRECTED MY TRO ENOIREER.
• ALL ELECTRICAL WORK SHALL RE INSTALLED ACCORDING TO ALL OPPLJCARLD RLECIRILAL CODES ANDCARRIED SLIT AND CERTIFIED IN WRITISU MY A LICENSED ELECTRICIAN
• PROPERTY 005NOSRIEO SHOWN HOE ONLY APPRODIMATE AND DRALL ML OCHITIED DR Sill MY IRECONTRACTOR AR NCSOIREO PRIOR ED CONSTRUCTION.
• ANY ERRORS DR OMISSIONS TARND IN THESE PLANS AND SPECIFICATION ORAL- RE IRRCDLSTRLY SRDUART TOTHE ATTENTION OF TRD CROWEER
• ONRUITARLE ROIL CONDITIONS ENCOUNTERED DUKINU CRNOI SUCTION MAD IRE DROAGHT TO IRE AFTERTIONOF IKE ENGiNEER AND ADDITIONAL ARSOEL REDDIRO lENT RE RESAIRED.
• ALL RTRACTSRER TANRS, PLPEO, MATERIALS AND DEVICES SHALL RE INSTALLER DR AS DROWN SR YOENEPLANS OR AR PER THE ON-SIRE HOWAGE DIRPSOAL TECHNICAL GUIDELINES OR AR DIRDCTED MY THE ENGINEER,
PIPIRD:• ALL RAILDINS SOWER GRASITY PIPE TORE TDRHDT DIAMETER PVC SDR Dl (CDA I-ITY.S DR CSA 5-115.11 WEER
MINIMUM 5% SLOPE• ALL GRAVITY DIDERIRIPITOS PIPES SHALL RAKE A MINIMUM SLOPE OP SD-TUDoR, PER SR MEIERS AT LESUTA,
AND CONFURM TO CSA DOLT WETS POLE SPACING AD DEOWN IR DIARRASI SOOT NRC ON-SITE REWASEDISPOSAL DYRTCMS TCCNSICAL CUDIEIJNER.
• ALL PRDSSORIZDO DIRTRIRO’ITDN PIPE SHALL PUKE RD RLOPE AND IS ID RE RRHTI1 SOLID PIPE WITH FIELDDRILLED MOLES AN SPECIFIED HERON.
• PRERSDRIZCD DISTHIROT1ON PIPE SOLED DYALL RE FIELD DRLLED Ilos, DIAMETER AND SPACES AT I 0,,, OVERTHE LTIIOTR OF THE PIPE DOSS PHOVIARD NP THE ENOINEER.
• ALL POMP NYSTEMO DRALL RE CONNECTER TO THE DISPOSAL FIELD NYU SWRON MRESKCIP.• ALL SYDTEMR USING AN CSCRODSE - LOW PRESSURE MICRO DOSLNS STDIEM DRRLL RASH IKE DIDTRIR505N
PIPE SLOPE. ROLE SIZED AND DPUCIRS SET AS PER THE MANUPACYARCRR INSTRSCTIDNS ONUS DIRECTED MYTRC EMDIREEN.
• ALL PIPE TO PIPE AND PIPE TO STRUCTURE CORRECTIONS ED RD DTCSRCLY FITTED OR GLUED TO PRDOIOE UWATERTIGHT NEAL
MADEPILL MATERIAL AND PSSCEDUREDI• MO SUCRFILL MATERIAL SHALL RE PLACUD SR SITE WITVDAT APPROVAL MY THE ENRIHEER.• CONTRACTOR SHALL PRDVIOR TSR ROORCE SF HOCRPILL MATERIAl. IN ROllINS PRIOR TD INSTALLING ON NICE,
STRSCTDRAL RACRFILL MATERIAL SHALL NE COMPACTED IN LAYERS DF TRICRNERO SPECIFIED NY THEENDIRCER.
ROE-DRAIN AND INTERCEPTOR TRRSCR RPECIFICATIDNN:• SWSLD DITCH SHALL HAKR MISIMIIM 5% SLOPE ANDRE CONNTRACTCD TO CREATE PDNITVE ORAINUGO AWAY
FNSM TSR DISPOSAL FIELO,• ROR-CRAIR PIPE TORE PLEDIOLE PLASTIC R PERFARATCD DIG-S DR EDAIVSLEN’T.• RAM-DRAIN TRENCH DEPTR TO MO DETERMINED DY TSR ENGINEER DAWNS CDRSIRUCTISN.• SUM-DRAIN PIPE TO RAVE MINIMOM 0% POSITIVE SLOPE• SUN-DRAIN TRENCH TORE TILLOD WITH RSRF,D CLEAR STONE• RAD.ORAIN TRENCH TORT EDORRED W1TR DESTEETILE FADHIC AND EATENOED DOWN ERCR SIDE DP TRENCR
TO MIN SORRH1 REP TIL
POMPANO_EFFLORNTFSRCEMKUNSPECIPICATIDRS4FSF IERJRnVITFKWR!9a• ALL FDRCE MAIN PIPE TORT CONTINR000 LENSES.• ALL FORCE MAIN PIPE TO VAVC MINIMDM IDImm OAND REDOINO.• ALL PIPE SKULL HUSH S MINIMAM SROOND COVER OF 401YY.• PUMP CHARMER DSALL RE PETTED WITH EFFLUENT PSMP (AN OPECIPIED HERCIN(.• RAMP SKULL RE RET UP TO PROSITE DOSING SOLOME OF SILLITERD OR AS DIRECTED MY IKE ERSINECR.• RAMP SHALL RE EODIPPRD WITH A PIGS LEVEL ALARM PROVIDING ACOIRLE AND SIDDAL SI RRT WITHIN IKE
FACILITY.• EFFLUENT ROMP TOED MEET SR EUCLID PLSW SPECIFICATIONS WIIR EIRP LEKDL ALARM AN APPROSCO AT STE
ENGINEER.• POMP ELECTRICAL PANEL TORE RATED FOR TRIR APPLICATION AS APPROAED SY ERR ENSINEDR.• ELECTRICAL JORCTIDN MOO TOME WATERPROOF AND LOCATTO 1Dm OHOSE SHSAND, MOUNTED RN RR4 PT
WOOD PORT.• ALL HLECTRICAL WIRIRD TORE CONTAINED IN WATERPRDOF CONDUIT.• P55CM MAIR PIPINO EDDIED ANDES ROADWAYS SHALL RE PROTTCTTO MY DRCDNDARV EHCLSSAHE TO
PREVENT CRUSHING.
• ALL ROIDTINR DISPOSAL FDLD MATERIAL DSULL DC ODPDRRO SF SR OIRECIEU MY THE ENGINEER.• TSISTISG ANDOND MATERIAL SHALL RE TOCROAEED ISA OEPTS AN OIRECTRD MY RAE ENRINEER.• ALL EOISIISR DISPOSAL UREA RED MUTERIUL RKALL RE REPLACTO WITH RACREILL MATERIAL SPECIPICO
RERCIR OH AR RPPROSRO DY THE ENGINETR.
LAUNDRY FACILITY SPECO’ICSTIONS:• IT ID HECDMMCNOED THAT ALL WANSIRS MACSINES HAVE U LINT FILTER ATTACHED TO TOE OUTLET PIPE AG
DPLCIPITO SCREW.• LIRE FILTER SHALL RE SAPPLICO MT ROZITH ITO. TIMMINS, ONTARIO. TD.TRR OIISLL HF flOE SEPTIC
PROTECTOR’MODEL CDMPLETE WITS III MICRON FLOOR. FLOOR UNIT SHALL OR IRDTALD.TD AD PERMANUPSCIORCRD INSTRUCTIONS DIRECTLY TO EATS WASHINS MACPINE RSUIVAI ENT UNITS WEL SRSCCCPTTO OPON REVIEW DY THE ENSINEOR.
IMPORTED FILTER SAND DPLCIFIEATLCANI• CDMTRACTDR SHALL PROVIDE IKE DDRRCC CE IMPORTED FILTCR SAND AND RECENT PERTIENT
PERMEAAC.ITY TEST RESULTS IN WRIOND TO TSR ENDINEDR PRIOR TO RLRPPIMS ANY MATERIAL• ThE RRGMIEPR RESERVES ISLE WRRT TO TCST ALL IMPORTED RAND PMDR TO INSTALLATION.• THE ERSISTER RESERUED THC RIDLYT TO TEST ALL IMPORTED SAND AFTER SAND INSTALLATION AHO PRIOR
TO ANY RISER WOHR APPROVAL DI IMPORTED SAND WILL HR MUSED DR IN-PLACE TITLA VESTS TARESSPEAR INSTALLATION.
• ANY SAND INSTSLLTD WTTRDAT PRIOR RPPRDKAL MT THE ENSLRIEOR MAY NOT SE ACCRPTEO AND MAT MERR000RDD TORE REMDUFD.
SEPTIC TANRI PUMP CAAMRERI• DRPTIC AND KOLAINS TANOS MADI CONFORM IDA STANDARD CANICRA-RIR-MIl.• ACCEPTARLE MATERIALS ARE RDNTORCED CONCRETE FIRRRSLASS OR POLYETHYLENE,• CONCRETE MINIMUM STRCNGTH: 4011 FRI (21 MFS) RT LI DAYD.• AIR EMTRSININU: 1-1%, SIRUTTARAL FIMRR HDRFORCEMDMT.• TDNDTRUCTIDR JOIRID TORT DEALEO WITH RUTYL HORROR EDUISALERT.• MAASMAM RIIRYI 5 FEET (1.1 METERD)• ALL TSRRD, RIDERS, ASS COSERD MAST SE WATERTIGHT.• ALL TRMRS MCST RE ARDRMRLRD AND INSTALLED AG PER MANSFACTORERS INDTRACTIOSD.• TUNES MUST INCLUDES WATERTIGHT ACCESS FOR MAINTENANCE, INSPECTION AND POMP OTT.• EFFLAERT FILTERD MAST DE ISSTALLTO AT ROTE T-RDUDISD OF ALL SEPTIC TUNES,• MIERE TSP SF TANK IS MORT THAN TRRRY RELOW FISIRRTD SRSOE, A RISER MAOIST INSTALLED TO
ETTEND INTERIM TLRDD OF PINISORO SHADE• ALL TSRR STROCTARRO TO RASA MINIMUM 111Dm COMPACTED HEFTY OP ANYY OIA, TRSSHRR RAN SOSSOL
DR 01mm DIA. CLOUR CRSSRTO STONE REDOING.
TOPSOIL, SEED AND SOD:• ALL DISOORSED SRASND TORE CDRCRCD WITH TOPSOIL ARD SEEDED DR COSCRED WITS SOD.• SRSULD DEASDNSL CONDITIONS PROKIRIT TSR PLACEMENT OF SEED OR SOD, ALL DLSTENREO DROOND
SHALL RE TRSERED WITS STRAW DR MSLCR OR OTHER MATERIAL TO PRESENT EROSION SRTIL ROES A TIMETHAT SEEDING OR 550 MAY REPLACED.
• IT IS THE CONTRACTORS RTSFSMSISILIIT TO CDMFLCTR ORDOINS DR SODDING WREN SOSSSNALCONDITIONS PERMIT.
• IT ID RECDMMRNSRD THAT MULCH DR STRAW REPLACED AFTER SEEDING TO PROMOTE SRDWTH.
INSPECTIONS:• IRE ERSISEER MAY INSPECT ALL PHASES OF TAT INURE IHDLUDISG TYE TOLLRWTNS:- ERISTING RITE PRIOR ED START DIARY CORSTHUC’TlDN TO KERIFT LOCATION OP DISPOSAL TITER.- PRIOR TO PLACEMENT OP SUSA PILL. AFTER ShE PREPARATION AND SRVRRINS.- PRIOR TO COSTRIND RISTRIDUTIOR PIPE WITH GRAVEL,- PUMPED SYSTEMS MAST RE PRFSSDRR TESTER WITH WATER PRIOR TO COKERIND DISPOSAL FIELD.- AFTER TOPSOIL INSTALLED.- AFTER INTERIM SOIL STARIUZASOR,- AFTER SHARD HAS ROSTER.- FINAL AFFHDYSL WILL NOT MR SRASIEO AMTIL FINISHED GRADE SARFAEE SAN SEEM SHARED ACCOROIRS TO
DPSISR AND ALL RISTUSRPD DDIL STAHII LIED WITS SHADE
DPTCIAL NOTES:- RACRFILL AGRINOT FOSNOATISN TORE SHADER TO SLOPE AWAY FROM DISPOSAL P1ELD.- ALL ROOF DRAINS TO OISCRSRSE AWAY FROM DISPOSAL FLELO.- PRDPRSED ORISEWATD SHOWN ARE FOR REFERENCE CNLY. ACTUAL DRIKEWUS
LUCATIDR IS RY OTHERS, RECEIVINS SPPRDKAL FROM NSTIR SNOW ACCDROAGEFWETS ANY AND ALL APPLIUSOLE PROKENCAL, MUNICIPAL ARD LOCRL RYLAWT
OSAPRIL5II4HPPTRCR RIM HRLOIRSO LTRASIC RSJDLYADIA
•/LCIE PIDRIEZMI4
io frCLADDORL
NYLON ROPE FORPUMP REMOVAL
COVER MOLTER SR LOCEEOACCESR RISER / MIN 100mm AMCVE FINIAIIEO MEADE
POLL MRS FLOW CONTROL VALVEILENOSR AR RESUIREO(
__.. nH10mm MAO, (EXTENT VALVE STEM AR RESUIREOI
PVC ELECTRICAL CORRAlSSUP CRAPLINM
- ‘N — — 1 7’ --
TSFAMFCONTROLFANEL / I I
MREmm STRIP OF RITOTSENE -
FOUNDATION COATINA FASTENER ------. . -- RRmm MCMEMULF MR OR MR PVC
OVER OUTOIRE OF ALL JOINTS
100mm INLET @1% SLOPE MIS --- 50mm CR SRmm SCREOULE
— AR ORME PVC YR REM
WRTERTISRT REAL —
ALARM—- AOAPTOM (IF REAAIMERI
TEE—-— POMPON ‘, / --WATTRTISIff REAL
5mm RLTEO ROLE IR EESAIREO IF POMP
FLOATR-’ .. SORL MERE . IS EOEIPFEO WITH CRECE VALVE OR• IF OIRCRAMSE LINE IS NOT SELF•
NIIAPOFF OMAININAMACVTOPAMPCRAMMEM
COO AFPROUEE _— -.
PUMP CRAMMER
MANUFACTURERS - EFFLOENT POMP AR SPECIFIER
!y!1cAL 1000L PUMP CHAMBER
GENERAL CONDITIONS
NOTES
CONTROL PANEL TM MC PLACED IN MCILOISS ORWATERT1SST ERCLOSURE - ALARM ARE POMPONSEPARATE CIRCUITS.
THE SYSTEM MUST RE ALLOWEE TO TRAIN RACEINFO TEE PUMP CRAMMER WHEN TEE FUME ISNOT IN OPFMATION.
AMLE ENSINEERINS MERUICEA INC.
50 SOEEN STREETP.O. MOE RRS
CRCMTER, NOVA SCOTTA, MOJ SIRTEL RMU-2TS-UR1OFAO. S02-RTS$DVO
en51,’RRHTM5RSIRITM,Aa
LOT 7ABDSN HOLDINGS LIMITED
147 MOTES DRIVE,EAST CHEZZETCOOI(
PID: 40717712
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMPUMP CHAMBER
&VEINOTTEMIOPMIL2OT4M.TNOLANO
Am MOAPSILUMI4SAFER A A.VEINOYTE
OMAPMILUOI4A ONN RMLEINOM LTD
OOJOLYSOI4
140225-02
C104
15mm CRAMMER RSCRANO AEOTEUTILE FORMIC
OVER ENTIRE PIPE
CONTMACTMR SMALL VERIFY LOCATION OFALL WELLS, WATERCOARSES, LOTMOONDAMIEM ANO ALL ELEVATIONS PRIORTO CONMTMACTTON (WITMIN 50.1ST FOAMTRE LOCATiON OF OISPOSAL SYSTEM)
MACAWASM WATER FROM WATERTREATMENT MEVICES MAST ROT MEOIOCMAVSED TO TUE ON-SITE SEWARETISPOSAL SYSTEM.
ROOF. FOUMOATIEN ANT LOT OMAINASEMAST RE OIMECTET AWAY FROM TUEMISPOSAL FIELD, SEPTIC TONE ANM POMP(SIPMON) CSAMMVM.
TTIIS MOASMAM IS TOME MLAO INCAMMINATIMN WETH DOCUMENTSSAMMETRO WITH TMT APPLICAT1SN FORAPPROVAL TO INOTALS TVE ON-SITERTSTEM ANO TUE ATIACUTOMPRCIFICATIONM.
FORCE MAIN FROM OINTMIRATION -
PUMP CEAMSEM PIPE
STEPS MAST MC TAAMN TA ENSORE TIIATTEE AREA A NOT RUMJTATTO VEHICALAMTRAFFIC CF ANT MTMER DISTASMASCTSUCH AS EXCAVATION DR STOCMPIUMS OPEOCATATEO MATERIAL ETC.. INSTALLATiONOF A PUTSICAL MARRIES IS MECOMMTNREO.
ISIS ThE APPLICANTS MMSPOMSIOILITV TOAOSEMM THAT THE CONSTRUCTION OFFEONDATTONN, OMITEWAT, WELLER ANYOThER OOVELOPMENT ES THE LOT WILLNOT IMPACT ON TME FEASIMILOTY OFMN-SITE SMWARE DISPOSAL FIELOINSTALLATION.
DISPOSAL SYSTEM MAST REINSTALLEDMV A CONTRACTOR LICVNSEO TO INSTALLOS-SITE SEWACE TISPOSAL SYSTEMS INNOVA SCOTIA.
ALL WORE MOST ME COMPLETEOIINA000RSANER W1TM TAT NOVA SCOTIAMN-SITE SEWAOT DISPOSAL SSSTCMSRESOLATIONN. ON-SITE MEWAND SYSTEMSTECMNICAL SAIOELINTO AND CONOITIOSNOF TEA APPRSVAL
TYPICAL FORCE MAIN CONNECTION DETAILSCALEI NTS
r PIPE SIZE ][5IIAENSIONS]NOM. 01W.
[ IJPTO375 [300 050
F 37DT0050 f 300 3000O1T0700 300 300
751 TO 1200 400 JZI1I DEEI OVER 1200 PROJECT
j DRAWINGSOIMENSION “A’ IS 20% OPTHE NOMINAL PIPEDIAMETER OR 150mm,WHICHEVER IS GREATER.
HALE INC.
p po, 000 951CHESTER NOVA SCOTIA, R0.I 140
TEL 002-2704050FAX. RS2-27O-
.mV..HngCoSI.ATrs
LOT TABOSN HOLDINGS LIMITED
147 MOTFS DRIVE.
F EAST CHEZZETCOOKPID: 40717712
EA ILS REPLACEMENT’TRAFFIC OF ANY OTHER OIOTRHRANCE55CR AS EXCAVATION OH OTACHPILIIIS OP ON-SITE SEWAGEEXCAVATED TRATESISL ETC.. INSTALLATTOS DISPOSAL SYSTEMOH A PHYSICAL MANIACS IS REEDRMESTIES.
IT IS THE APHLICANTS SESPOSSISILITY TO CT CCC ASEISOTTE —
ASSURE THAT THE COSSTEUCVISN OP CAR OMAPRILXEI4FOUSDAOOSS, SRIXEWAT, WELLER ANY CSCAr M.ONELANOOTHER DEVELOPMENT SN THE LOT MLL Ar. OMAPRIL2OTRNOT IMPACT SN THE FEASISILETT OF I LASS H,REISOTTEUN.STTESEWASEOISPOSALPTELE ATS OMAPRILXSI4INSTALLATION. MosT DSN HOLDINGS LTD
0 04 0 LIX 0 14DISPOSAL SYSTEM MAST SE INSTALLEDST A CONTRACTOR LICENSED TO INSTALL pOS-STTEOEWAOEDISPSSALSTSTEMSIN p os”, - 0NOVA SCOTIA. A), Y 2EASJA
ALLWSRHMSSTSECOMPLETFSIN ,•
- ‘,ACCORDANCE WITH TOE NOVA SCOTIA \I, ‘ -OH-SITE SEWAGE DISPOSAL ITS It ‘ TI.SESULATISNS. SN-SITE REWASE SYSTEMS \%%\
_/-TECHNICAL SXISELISES AND CONDITIONS \5 ,OP THIS APPROVAL.
140225-02I C105 6m6
SOMGRADE AD SPECIFIED SUBGRADE AD SPECIFIED I SIAN COVEN -
-t-4s :>c0aRINWTYPE I
SOSmmMW ra’/ /, GRAVELj
-- S4RY CAWIA(mM
4L 1,2 MIS 000FR - TYPE I GRAVEL SEE NOTE 3
SIJBGRADE AS SPECIFIEG
I
- NOR GRAVELIt -I
012. I
<WATER 250mm
SEE HOTEARITAR (S-,NEWE
- NT HR IL>
/CYX’-o-. A -- SEWER
oOTES:1-DIMENSION E IS DETERRED NT THE LARSCR PIPE DIAMETER.2. SIDES SF TRENCHED TO REDSIREMENTS SF DEPARTMENT SF040000S.IF CROWNS SF STORM AND SANITARY SEWER ARE NOT MATCHES, THEINVERT SF TIlE DTOSM SEWER MOST NEAT LEAST TOD,.,S RELOW TOEINVENT EP THE SANITARY SAWER.A. WHEN CONCSETE PIPE IS SPECIFIED FOR A SANITARY SEWER. ADESTEERNICAL REPORT ST A P-ENS. MOOT RE ANOERTAHES TO ENSANESTARILITY OF THE 5055ASE.N. MINIMOM DRAVEL COVEN OVEN SANITARY ARE STORM SEWERS 1510 RE0 05 Em.
C TYPE I CLASS SRAVEI TORE COMPACTED IN 110mm THICK EATERS1. OACHFILL TORE ORANSLAR MATERIAL ANDIOR COMMON EXCAVATEDRATEHIAL AN APPROVEO OF SEOTEEHSIOAL CONSULTANTE DEPTH OF COVER FOR ALL SEWER PIPINO TO REMINIMUM TOm.0. DEPTH OF COVER FOR ALL WATER FIPISO TO SEMINIMUM I.Rm AND MAXIROM 2Dm.
TYPICAL TRENCH SECTIONSCALE: RIO
GENERAL CONDITIONS
CONTRACTOR SHALL CARTE LOCATION OFALL WELLS, WATE0000RSAS, LOT500NDARIED 50.0 ALL ELEVATIONS PRIORTO CONSTRACTION HSTYIIIN SlIm FROMTHE LOEAI1SN OF DINFROAL SYOTERL
SACRWANY WATER FROM WATERTREATMERT DEVICES MAST SOT SEOINCAAROEO TO TIlE UN-SITE RFWSSEOIRPOOAL SYSTEM.
ROOF, FOUNDATION AND LOT DRXJNAOEMAST RE DIRECTED AWAY FREM THEDINHOSAL FIELS, SEPTIC TANK ARE FIlMYIOIHHONI CIIARRER.
THIS OIAORAM IS TOME READ INCORRINATIOS WITH OOEAMESTSOSAMETTEO WITH THE APFLICAITON FORAPPROVAL TOINSTAIL THE ON-SITEOYSTER ARA THE ATTACHEDSHEXIP1CATIONN.
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMEXISTING PLAN
-DOErS &VEINOFTESOOT SSAPRIL2O14
ATLANTEX LIMITEDROOT OOJUNE2SI*
J140225-02 LV
LOT V-SCNOVA SCOTIA BUSINESS INCORPORATED
331 MOTTO DRIVE.EAST CHEZZETC0015
010100346346
ABLE ENGINEERING SERVICES INC.
50 QUEEN STREET00.950555
CHESTER, NOVA SCOTIA. BSJ JOTEL. 002,2734050FAX. 002-270—Son
DISPOSAL FIELD REQUIREMENTSICC mfINAL COVER MATERIAL. SEED OR SOD
— —
200 TO 350 mm [CLEANLOCALPEEMEABLO BACRFILL—— SELECTION CRITERIA
SEAT ECTILE FABRIC RESAI000 OVER CRAOREO BOOR B FILTER RAND r__.
- LOW Il/LI 1500 APPLiCANT: i ATLANIEA LIMITED
2! .T +E.
—
50 mm OINTNIS 110 P1 lAME ER—— SLOPE ET C PlOD DATE
LOlA
17.T ID OOTEIBATIONPIPOI.ENOTV b——— —
—
— -—-t— -—— _ .. ——j - .
- 1RCALP000 DRIVE.
:::
--:CAR
EAST CHEUETC
GENERAL CONDITIONS
CONTRACTOR SHALL VERIFY I STATION OFALL WELLS, WATERCOAHOES, LOTSOANOARIER AND ALL ELEVATIONS PRIORTO CONSTRUCTION WITHIN 00.1,,, FROM1110 LSCAIION OF SISPOSAL STSTEM)
SACISWAOR WATER FROM WATERTREATMENT DEVICES MUST NOT REOISCIIAR000 TO THE RN-SITE SEWANEDISPOSAL SYSTEM.
RVVP, POANOATION AND LOT DRAINAAEMOST BR DIRECTED AWAT FROM THESISPASAL FIELLI, SEPTIC TANR AND FAME(SIPHON) CHAMBER.
THIS DIANR.AM IOTA RE READ INCOMBINATION WISH DOCUMENTSSAAMTTED WIlT IRE APPLICATION FORAPPROVAL TO INSTALL THE RN-SITENVSTRM AND THE ATTACHEDSPEC PICAS IS N
STEPS MOSS RE TAEEN TO ENSANE THATTOE HOER IS NOT OASJEES TO VEHIDALARTRAFFIC OF ANT DIRER SISTARSANCESUER AS EXCAVATION OR STRERPILLNS OFEXCAVATED MATERIAL FIT., INSTALLATIONSPA PIISSICVL BARRIER IS REEAMMENOES.
IT IS TRE APPLIEANTS RESPONSIBILITY TOASSAEE TRATTRR CONSTRAETION OPFOUNDATIONS DRIVEWAY. WELL DEANSSTEEN OEVELOPMENT SN THE LOT WILLNOT IMPACT ON TEE FEAALAILITV OFON-SITE SEWASE EISPOSAL EIELDINOTALLAEIRN.
DISPOSAL NVETEM MAST SE INSTALLEDST A CONTRACTOR LICENSEE TN INSTALLON-DDE SEWASA DISPOSAL STSVSMSINNOVA SCOTIA.
ALL WSRR MAST RE COMPLEEBO INACCORDANCE WITH THE NOVA SCOTIAON-SITE SOWANE DISPOSAL SYSTEMSNESALATISNS, CS-SITE NEWAOE SVSTLMST001ISICAL NAISELINES ARE C005TIIONSOF THIS APPROVAL.
ARLE ENOINEENINS SERVICES INC.
SO SORES STREETP.O. SOC SSS
CEESTER. NOVA STORk SOJ liETEL. ROS-ASS-TIRAFAD. SOS-ADS—ROTA
1NgIEBRVRS5LAIEBTE.C.
LEGEND
LOT 2AATLANTEX LIMITED15 COLFORD DRIVE,
EAST CHEZZETCOOKPlO: 40507477
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMSECTION AND DETAIL
DEERIIPE A.VEISSTTENCIC SRAPBILUOI4
ECECE1C A.VEINSTTEDOSE S0APRILSOI4
— N,>‘ IV1
/, SJLLISIQl5
\L ‘S4&R
i 402 F17i
SLFNC TO ARARANOLESSTSANIS ----- -----
—- —LE — - - ——--—- .—-- SOBS —
SSSMIY MIN SOIL COVER.EINAI ROVER MATERIAL, SEED OR SEA
POINT WHERE FILTESSAND RNAALS SOD’,’,’, APPROXIMATE MATERIAL REQUIREMENTS
IEW [S-ROaM WISED 110CR
GENERAL SPECIFICATIONS:ALL COSSTRAETIDN WORR AND INSTALLAIION METTTON AND PRACTICES SHALL ODIN ACCIIRSANCE WIT HALLMANAPACOORLRG INNTRACTIOSN, AND TIIF GRE ON-SITE SEWASE DISPOSAL TECHNICAL NAIOELINLS OR NDDIRECTED KY THE ENSINEEN.
• ALL ELECTRICAL WORE SHALL RE INNIULLLD ACCORSINN TO ALL APPLICARLE ELECTRICAL CODED ANDCARRIED DAT AND CERTIFIED IN WRITING ST A LICENDED ELECTRICIAN.
• PRCFERTT MOANDARIES DROWN ARE ONLY APPRCAIRATE AND SHALL RE VERIFIED ON STE KY THECONTRACTOR AN REGOIREC I’RIAN TO CONSTRUCTION
• ANT ERRORS OR OMISSIONS FOANO IN THERE PLANS AND SPECIFICATION SHALL RE IMMEDIATELY OROAGHT TOTHE ATTENTIOR ST THE CNSINEER.
• ANNAITARLE SOIL CORETTONS ENCOUNTERED RARINI, CONSTRUCTION MARINE MRDUGHT ID THE ATTENTIONUP THE ENGINEER OILS ADDITIONAL ORALEL MEDRINN METRE REGUIRED.
• ALL STRUCTURED, TUNRS, PIPES, MATERIALS AND DEVICES SPACE IF INSTALLED ORES NROWN SN RHESEPLANS ORES PEN THE ONSITE REWASE DISPOSAL TECHNICAL GUIDELINES OS US DIRECTED MY THE TNSIIIFER
PIPINS.• ELI ROIL SING SEWER GRAVITY PIPE TORE TSSTTTT, DIAMETER PVC NOR SI ICSU M’ISI.S DR USA K-IRS TI WHTH
MINIMUM SN SLOEE,• ELI SEUYITT TISTRISUTION PIPES SHELL PURER MINIMUM SLOPE OP 55-IRSmm PER US METERS OF LENSTH,
AND CONPORM 1K DDE RITE I WITH HOLE SPUDINS UN SHOWN IN DIAGRAM SR OP SNE ON’SEE SEWAGEUISPSSEL SYSTEMS TECHNICAL DODEUWES.
• ALL PRESSURIZED DISHSLRATIDN PIPE SHALL HERE ND SLOPE USD15 ER ME 50mm SOLID PIPE WITH PIPESDRILLED HOLES ES SPECIFIED HEROIN.
• PRESSURIZES EISTRISUT1DN PIPE HOLES SHALL MC FIELD ERELED TTSUR OSUMETCH ARE SPUCLO AT TOT SVLSTHE LERGTR SF THE PIPE ONUS PRODDER MY THE EMSINEER
• ALL PUMP SYSTEMS SIIEL.L. SE CONNECTED TO THE DISPOSAL FIELD STE SIPNSN OREUSIERT• DL SHSTEMS USING AN EYLNSSNE - LOW PRESSURE MICRO DSNINN NYNTEIr SHALL RAVE THE SISIRISIITIDN
PIPE SLOPE, HOES SIZES ENS SPUCINS SET 55 PER ThE MSNEFAET1IRERN ISSTSUCTIRRS DOES DIRECTED KYThE ENSIREER.
• ALL PIPE TO PIPE ENS PIPE TO SEAUCTORE CDNNECTIRGS TORE SECURELY FITTED DR GLEES TO PNDAIOE UWATERTTSRT SEAL.
SADERLL MATERIAL USE PROEEUURES:• NO MACEFILL MATERIEL SHELL RE PLACED OS SITE WITHDIIT APPEDYAL MT THE ENSISEES.• CONTRACTOR SHALL PRDYIUE THE SOURCE OP RUERPILL MUTERISL IN WRITISS PRIDE TO ISSTGI LINGER LITE.• STRUCTURAL MUCEFILL MUTERIAL SHALL HE ESMEECTES IN LAYERS OP TAICERESS SPECIFIES RH THE
ENSIN SE K.
SEA-ORALS ARE INTERCEPTOR RRERCH SPECITICUTTONS:• SWELE DITCH SHALL HAVE MINIMUM SI-SLOPE ARE ME CSNSIRACTLD ID CREATE PRSITITT DRAISUGE AWAY
PROM THE SISPDSUL PlAID• SUM-DRAIN PIPE TORE FLEXIMLE PLASTIC IT PERFORATES MIS-A DR EDOTEULSNL• SOS-ORALS TRENCH DEPTH TO SR DETERMINED DY THE ENGINEER DURING EDSNTRUCTTDR• NOR-CHAIR PIPE TA RARE MINIMOM 251 POSITIVE SLOPE.• NUS-OROIR TRENCH TORE FILLES WITH 021mm CLEAR STONE• GUR-OROIR TRENCH TORE COVERED WITH GEOTEE1’LLE EAMRIU ERS EOTLSSES SAWS EACH SIDE OP TRENCH
DMIN SEAmm SEPT11.
PUMP ASS AFEL REST FORCE MUIR NPECIPIEUTj9WJ1II’REINCLOSLSINGYSiFMSF,HjTjS:• ALL FORCE MUIR PIPE TO SE CONTINUOUS LENGTH.• ALL FORCE MUIR PIPE TS RARE MINIMUM SImm SURE REDOING• ALL PIPE SHALL RAVE U MINIMUM SROUNS ESTER RE 010mm.• POMP CEUMAUR SKULL SE PETTED WITH EFFLUENT RUMP US SPECIFIES HEREIR)• POMP SRULL RE STY OP TO PROVIDE SDSISS VOLUME SI NOEL ITERD ORES UIPECTES MT TAR ENGINEER.• POMP SHALL RE EGUIPPES WITH A HIGh LEVEL UI ARM PRDEIOING AUDIBLE ASS VISUAL ALERT WITHIN THE
FACILITY.• EFFLUENT PUMP IS RO MEET OR ERCEED FLRW SPEDITIEAIISAS WITS RIOA LEVEL ALARMED UPPROTES ST THE
ONRISEER,• PUMP ELECTRICUL PANEL TD RE RATES FOR IRIS UPELICATTON US RPPRRVES MT THE ENGIREER.• ELECTRICAL UONDTTON RRE TO ME WATERPROOF AND LOCATES lOT: UMORE GROENS, MOORTES OR HOE PT
WOOS POST,- ALL ELECTRICAL WIRINA TORE DORTAINUS IN WATERPROOF CONDUIT,• FORCE MAIN PIPISO RSRIES UNDER ROADWAYS SHALL ME PROTECTED ST NECOSAURY ENCI OSURE TO
PREVENT CROSRIRU.
ESLSLLSGDIOFDOULFIELO:flFEPFLIDAUL,5 4131
plTI
DLALFIELDRIATORILSTLLLBESISPOG F
IIC
01 IL• ALL EOISTINR SISPOSUL UREA MED MATERIAL SHALL RE REPLACES WITH RACEFILL MUTERIEL SPECIFIES C
HEREIN EROS APPROVES MT THE ENGINEER. GO QUEEN SURRET
LAUSOAT FACILITY SPECIFICUTIONS: CHESTER. NSOU SEDGE, RIO lOS
• IT IS AECOMMESSEE TROT ALL WALRISD MACHINES RAVE A LINT FILTER UTTACREE TO THE OUTLET FIFE US I TEL. IIS’ETS’TSSS
SPECIFIES HEREIN FED. NRU-OUS-TSlO
• LIST FILTER SHALL RE ROEFLIED RT RDZ’TLTE ITS. TIMMISS ONTARIO. ELI TEA SHALL RE TTRE SEPTIC [email protected] MOREL COMPLETE WITH MS MICRON FILTER. FILTER UNIT SHALL SE INSTALLED US FOR —
MANOFECEGRERS INSTROCTIORS SIREDTLY TO EACH WASHING MUCEINE EREIVULENT UNITS WILL REUCCEPTES NEON REVIEW MT TAS ENSIRSEA.
LMFOHTES FILFEA SUNO SPECIFICATIONS:• COIETRACTAN SHALL PROVIDE THE SDORCE OF IMPEMIEE FILFER SUNS ASS RECENT FERTINERT
FEMMEUMILIFT TEST RESULTS IN WRITING TG THE ESGINEEE PRIOR TO SHIPPING ANY MUTERIUL• THE ENGINEER RESERVES THE RISHT ED TEST ELI IMPONTES SUNS PRIOR TO LSSTELLATTON,• THE ENGINEER RESERUES THE RISAT TO TEST ALL IMEORTES SANS AFTER RARE ISSTAILUTSN URS PRIOR
TO ANT OTHER WORK APPROVAL OP IMPURTES SANS WILL ME RESED OS IN-ELUDE I ISLE TEL Fl TURESACTOR INSTALLUTLSS.
• EAST SANS INSTALLED WITHOUT PRIOR APPROVAL ST THE ENGINEER 1MEV NOT RE UEEEETES AND MAT REREGAIRES TS RE REMOVES.
SFETD TEND FUME ELLAMMER• SEPTIC AND HSLSINS TAMES MOST CONFORM TOE STANDARD CUNIDOA.0SA-MSL.• ACCEFTUMLE MAT ERIALS ARE REINFORCES CONCRETE, FIAESGLAGS DR EOLTE’IHTLERE• ESSCRETS MINIMUM STRENSTH: 050M PSI 22 MEAl ATOM OUTS.• AIR ESTRAINING: I-TI-, STRUCTURAL FIRER RELNPDRCEMERT.• CONSTRUCTION JOIRTO TO ME SEALED WITH MOT’TL ROPE DR EOUITULENT• MUAIMUM MUMTI S FEET (T.T METERS)• ALL TUNAS RISERS, ANT CORERS MUST RE WATERTIGHT.• ALL TUNES MOST ME ESSEMMLEO ENS INSTALLED AN PEE MUNOEUCTRREES MSNTRUCTTENS.• TENON MELT INCLUSE A WOTERTTGAT UCCESS FOR MULATENANCE, INSFECTRIN AGO PUMP OTT
____________________________
• EFFLUENT FILTERS MOST ME INSTALLED UT EDT T-HDUSINS OF ALL SEPTIC FARES.• WHERE TOP SE TARR ID MGRE THAN 510mm AELOW FINISHED GRAOE A RICER MUST ME INSTELLEE ID
EEEESO WITHIN TLLmm OF FLRISLEO ARASE.• ALL TUNA STRUCTURES TO HUTS MWIMUM TLSmm COMPLETES EEFFR OF 5151111 ALE. CRUSHER MUN GRAVEL
OR 05mm DIE. CLEAR CRUSHED ITOME RESTING.
TEFNSM,, SEES ENS LOS:• EEL SISTOEMES GROANS TOME EEOERPS WITH TOPSOIL ENS SEEDES ER COATRES WITH SOS.• SIIOOLS SEASONAL CSSEITIOSG ERSUIMIT THE PLACEMENT SF SEES AR SOS. ALL SLSTGRMES SMOURO
NHAI.L SE EORERES WITH STRAW OR MOLDH SOOTHER MATERIEL TS PREVENT EROSION NETIL SUCH A TIMETHUS SEEOING AR SOS MAT REPLACES.
• IT IG THE CONTRACTORS RESFONSIIIEITT TO DOMPEOTL AESSINS 00000SISS WHEN SEASONALGSNEITISNC PERMIT.
• TI IS RECOMMENCES SHOT MULCH DR STRAW RE Fl-ODES AFTER SEEOISS TO PROMOTE SREW’TH.
‘THE ENGINEER MET INSPECT ALL PHASES OF THE WSRU INCLOSING SHE FOLLOWING:- ERISTTNS SITE PRIOR TO START OF ANT CONSTROCTION TO TERIFT LOCATOR OF DISPOSAL FIELS,- EMIOM ED PLACEMENT OF SASS FILL - AFTER SITE EREPORATION USE GMOMSINS.- PRISM SD CSTERTNS SISTEIMOTIDS FIFE WITH SRUTEI.
PEMFES SYSTEMS MOOT MO PRESSORL TESTEO WITH WATER PRIOR TO CATERING SINPODUL FIELDAFTER TAPSOIL INSTALLERAFTER INTERIM NEIL STAOILIZRTTRN.
- AFTER RRAOO HAD ROOTED,• FINAL APPROVAL WILL NOT ME GRUNTED ONTIL FINIShES SRASE SURFACE HAS RUES GRUMER ACCORDING TO
TESIGR ARE Alt SISTURRES SOIL STERILIZES WITH SRASG.
GEEUIEE NOTES:- MAERFILL AGUINNT FSUNSUOISN TOOK GRADES TO SLOPE AWAY PROM SILPONUL FIELD.- ALL ROOF DRAINS ED SIOCHERSE AWAY FROM SISEDOUL FIELD.- PROPOSES DRIVEWAYS SRSWN ERA FOR REFERENCE ONLY, ACTEUL SRIREWAT
LOCUTION IL MT ETHERS. RECOIVINS AFFROTUL FROM SSTIR ANT IN E500NRANDEWITH ANT AND ALL APFLICARLE PREAENDUL, MUNICIPAL ENS LOCAL MYLAWN.
COVER AOL TOO AR LACKEDACCESS RIDER / BIN lOLoo ARAAE EINISVEAILAACL
VALVELENGTH AD REQUIRED) ..,., ...t_.. -- 45Lo,o MAX
‘ EXTEND VALVE STEM AD REQUIRED)
TO PUMP CUNTHOL PANEL
SUP COUPLING \HfT1- ,//
/ FINISHED GRADE
ALLoo STRIP OF ERUTRENE
/7
PAUNOATIAN COATING FASTENED — - — ‘‘ / - SOo,o NAG000LE AD ORaL PAO
AVER AD rTIRE AT ALL JOINTS TT j — -
7
TLLo,R INLET @1% ALAPE MID Z,T4,R SToR AR SL.oo SCHEDULEAM MT PAD TAMED
iAMMWATERTIGHT SENL - / )‘ U NONE] ON ILE REQUIRED)
TEE- I
“— WATER TIGHT MEAL
C
IPgLTYpEC$j
MANAPAETUREAA INNERACTION/
EFFL EDT PUMP GSA MAP
GENERAL CONDITIONS
EIINTTENETSA NHELU TEGIHT LACGTLSN OP STEPS BUNT AC TAALN TA EMSARE TOG]ALL WELLS, WGTEPODURAEM. LAT TOE GREA IA NAT AARJEEY TA VEHICULARASUNDAGIEA AND ALL ELEONEIANS PRIAG TRUFFlE AF ANS ATGER LIATURANNOETA CANATRUCTIAN rPLI’TGIN ML.Mo TRAM SUER AN ELIENSATION AR ATAOHPIUNG ADTHE LOCATION OF DINPASAL AHATEM) ELOGVNTEA MATERIAL ETC. INSTALLATTAR
AT N PRENICAL BARRIER IS RCCAMMCNOCA.OACNWASR WATER FROM WATERTREATMENT DEVICES MUST NAT REAIMCIIARGED TA THE AN-Slip SEWAGEOIMPASGL ATATEM
AHAP, FAUNOATION AND LOT ORAINADERUSTLE ALRECTEO AWAT FROM THEAINPASAL 1-IELS, SEPTIC TANK AND POMP
TOLD AIAARAM IOTA ME SEGA INEOMAINAT IAN WITH TAEARENTSNULMITTEA WITH THE AEPLICATTON FORAPPROVAL TD INSTALL THE AN’ATTEATSTEM ANT THE ATTACHES
________________
SPECIFICATIONS.
ANLE ENNINEERINA SERVICES INC.
SLASCEM STREETPA. BAA SHE
CHESTER. NASA ACATTG, AU TJLTLL LL2-2TT-SLSLFAA. MLL-2T5-SLP2
IT IS TEL APPLICANTS RESPONSIBILITY TOGSAAAE TGGT TGE CANMTRALTIAN UPFAUNLATTONS, ERIHEWAH, WELL AR ANTALGER CEAELAPMENT AN THE LOT WILLNAT IMPACT DR THE PEGMIALLLTT OFOS-GRE SEWNOL LISPAMAL FIELDINSTALl ATIAN.
ELSPALAL STATEM MAST RE INSTALLEDMT N CONTRACTAR LICENSED TO INSTALLAN-SITE AEWAAE ELAPOTAL SESTTRT INNOVA ACOTIA.
ALL WORK MUST AL CAMPLLTEO INGCEAROANAE WITH THE NOVA TEOTIAAM4TTE SEWAGE TIAPOTAL STSTEMSRENALATTANA. AN-SITE NCWASE OTMTEMMTECHNICAL SAIACLIGES ANT EONEITIANSCF THIS APPRAHAL
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ABLE ENGINEERING SERVICES INC
SO QUEEN STREETP.O. BOX 950
CHESTER NOVA SCOTIA 003 1331EL 902-273-3050FAX. 902-2734072
105.7 143.51 rn [y5JJ LOCAL CLEAN FILLDISPOSAL FIELD REQUIREMENTS
100 mm j FINALCOVER MATERIAL. SEEDORSOD ‘‘ —— ‘ --
200 TO 350 CLEAN I CALPERME OLE RACHFA.L — SELECTiON CRITERIA —
SEOTEXTTLE CARRIE REGAInED OVER CRUShED ROCK A FIL PER SAND - 1 COLPORD VOL DING!
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JSOIL IYEE PILTFR SAND LOCATiON
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900mm A1.OKEVEINCTTE
ABLE ENOINEERINS SERVICES INC
SD QUEER STREETP.O. BOO 959
CHESTER. NOVA SCOTIA. SQL liETEL. 502-2150050FAR. RSX-971-3R72
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, COLFORD HOLDINGSI INCORPORATED
GENERAL CONDITIONS p 30 COLFORD DRIVE,— --.-_
- EASTCHEZZETCOOKCOST IIACTOR STALL VERIFY LOCATiON OP STEPS MOST ME TAREG TO ENSURE THAT PlO: 40257412ALL WOLLS. WATERCOUNSER. LOT THE AREA IA NOT SUEJECT TO VEHICULARMOUNDARES AND AlL ELEVATIONS PRIOR TRAFFiC OF ANY OTHER IIISTUREANCE HRCRRC REPLACEMENTTO CONSTRUCTION RSITEIS STIR FROM SUCH AS EXCAVATION RH STOERPIUNG OP -
THE LOCATION OF DISPOSAL SYST DM1 EXCAVATED MATERIAL ETC.. INSTALLATIONOP A PHYSICAL BARRIER IS RECOMMENDED I DISPOSAL SYSTEM
BACKWASH WATER FROM WATER SECTION AND DETAILTREATMENT DEVICES MUST NOT ME ISIS THE APPLIOANTO HESPONSIMILIT’V TO -.
DISCHAROED TO THE ON-SITE SEWAGE ASSURE THAT THE CSNOTRACTION OF El CCII A.VEINOTTEDISPOSAL SYSTEM. FOUNDATIONS, OSHIEWAY WELL ON ANY CCL DSAPOIL2RI4 —-
OTHER DEVELOPMENT ON THE I VT WILL 1 M.ENSLANDHOOF, FOUNDATION AND LOT DRAINAGE NOT IMPACT ON THE FEASIBILiTY OF ..ITL.... DUAPRI 2D14_ -- —
MUST DE DIRECTED AWAY FROM TIlE ON.SITE SEWARD DISPOSAL FICI.0 CIILCCL A.VEINOTTEDISPOSAL FIELD, SEPTIC TANK AND PUMP INSTALLATION. T1
- SAPRIL2DIU
ISIFHVNI CHAMREH. DII CCLFORD HOLDINGS 9V
DISPOSAL SYSTEM MUST BE INSTALLED .E2!L1 .I2!iINE2IA.___._ -
THIS DIASRAM 5 TORE READ IN PC A CONTRACTOR LICENSED TX ISSTALLCOMOISVTIOS WITH DOCUMENTS ON-SITE SEWASE DISPOSAL SYSTEMS IN I - .
SIIMMIEIEU WITY SlID *PPUCAIION COB SOVA SCOTIA. U - —.APPROVAL TO INSTALL THE ON-SEE I AViV ii 1y05I4SYSTEM AND TIIF ATTACHED ALL WORK MOST AE COMPLETED IN — -
SPECIFICATIONS. ACCORDANCE WITH THE NOVA SCOTIA I - C-
2SffL54SE DISPOSAL SYSTEMS ‘ LREGULATIONS ON-SITE SEWAGE SCSI_US ., I /TECHNICAL_GUIDELINES AND CONDITIONSOPTHISAPPROVRL .1 -
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140225-02
I - C502
SLOPING SAND FILTER TYPICAL SECTION VIEW
PIPING:• ALL BUILDING SEWER GRAVITY PIPE TD UE ILDmm DIAMETER PVC 5DM IS IDSA M-FST.S DR EGG E.FID.TI WITH
MINIMEM 2% ML DEE.• ALL AMAYTTY DIGTMIEATIDA PIPES STALL HASP A MINIMUM GLEPE SF ST-ITOom PEA ID METERS DPI ENNIII,
AND CDNFDRM ID DDA M-ISD.I WITH EDLE SPACING ES SHDWN IS DIAGRAM 3D OF MOE EN-SITE SEWAGEDISPOSAL SYSTEMS TECHNICAL AUBTEUNES.
• ALL PRESSAMIZED DISTWMLTITDN PIPE SHALL HERE NE SEDHE AND INTO lIE 53mm SOLID PIPE WITH FIELDDALLED HDLES AU SPECIFIED HEIIEIS.
• PRESNEMIZED EIDTHIMDT1DN PIPE HDLEN STALL GE PIECE DEH.LPD 11mm DIAMETER AND SPADED AT Tm DEEPTHE LENGTH DP TEE PIPE DRAG ERDAIDED BY THE ENGINEER.
• ALL PAMP STSTEMN SHALL MR EDNNECTED YE THE DISPDSAL EIELE 9TH TELPHDN RAEADEIF.• ALL SYSTEMS DNINS AS WAESDDDE - LDW PREOTURE MICMD DUNISD SYSTEIVI SHALL EDGE THE DIGTEIIIATTDS
PIPE SLOPE, HOLE SIZES OTTO SPACING GET DOPES THE MANUPACTARERS INSTROCTIDNO EM AD DIRECTED MTTHE EMOINEER.
• ALL PIPE TO PIPE AND PIPE ED STRDCTAEE DDNSPCTIRNS TV ME NEEGNELY FITTER EM DLAED TO PHDHIDE AWATLRTIDHT SEAL..
MACSPILL MATERIAL AND PRRCEDARES:• NO MACSPILL MATERIAL SHALL RE PLACED DN SITE WTRHDAT APPMOEAL MT TIlE ENSINLER.• EDNTMACTUH SIIALL PRDVIOE THE NODMEE OP MACSPILL MATERIAL IN WSITIEG PRISM TO ISSIALUNG ON SITE.• STRUCTURAL EAEETILL MATERIEL NHALL RE COMPACTED IS LAYERS OP THIERNESO SPECIPIED MT THE
ENGINEER.
SOB-DRAIN AND INTERCEPTOR TRENCH OPECIPICATIENO.• SWAtS DITCH SHALL HAVE MISIMUM GIL SLOPE AND ME CDRSIEACTED TO CREATE PDSIIITO DRAINAGE AWAY
PROM THE OIDPDSAL FIELD• SAM-DRAIN PIPE YE ME PLEXIMLE PLASTIC C PERFORATED MID-SEP ESLIHALENT.• SUP-DRAIN TRENCH DEFER TARE DETERMINED MT THE ENGINEER DARING CONSTRUCTION• SAM-DRAIN PIPE TO HAVE MINIMAM DY. POSITIVE HLDPE• GAS-DRAIN TRENCH TORE FILLED WITH RLSmm CLEAR DIUNE• SAS-VMAIS TRENCH TO RE CDVEMED WITH GEE TEOTILE PADRIT AND PATENDED DOWN EACR SIDE RF THENEII
TD MIN YTDmD RE PT H.
FAME AND EIEI DENT FORCE MAIN SPEDIPIC WOE III TITI.ILDERIN SYSTEM OFRWJfl:• DLI FORCE MAIN PIPE TOME CDNTINAOUS LENGTH.• ALL PDMCE MAIN PIPE TV HUGE MINIMAM 133mm SAND OEDDIND.• ALL PIPE SHALL HAVE A MINIMUM GROUND COVER VP MDLmm• PAMP CHAMBER SHALL ME TIlTED WITII EFPLIIENT PUMP (AS SPECIFIED REREIN(.• PAMP SHALL RE SEE VP YE PROVIDE DDSING VELAME Dl SDILITERU OR AS DIRECTED MT TIlE ENOINEEM.• PAMP SHALL AE PIOVIPPED WITS A IIIDH LFVEL ALARM PROVIDING VADIMI E AND VISUAL VI PRY WITHIN THE
FACILITY.• EPFLIIENY PVMP ID TO MEET DR EACEEE PLRW SPECIFICAI IONS WITH HIGH LEVEL ALAHM AS APPROVED AT IIIE
ENGINEER.• PAMP ELECTRICAL PAGEL TO lIE RATED PDR TRIG APPLICATTON AD APPROVED OH THE ENGINEER,• VLCETRICVL JANCTTDN MUD TORE WATERPROOF AND LOCATED lET’ ABOVE GHDVND, MDANTED ON HDA PT
WORD TDDT.• ALL ELECTRICAL WIAIHG TO SE CENTAINEM IN WATERPROOF DUNDLIT.• FORCE MAIN PIPING IIUNIFO ANDES RAADWAYD SHALL RE PRETECTED OY DECDNOARH ENCLODUHE TD
PREVENT CRASEING.
• CONTRACTOR SHDLL PROUTDE THE SOURCE OP IMFRRTEM PILTLR SASH AND RECENT PESTINLNIPERMEAGILITT TEST RESULTS IN WRITING TO THE ENGINEER PRIDE TO SHIPPING ANY MATERIAl,.
• THE ENGINEER RESERVES THE TIGHT TO TEST ALL IMPORTED SAND PMIDM TO INSTALLATTDN• THE ENGINEER REHEMVES TRE EIGHT ID DENT ALL IMPORTED DAND AFTER SANS INSTALLATTEN AND PRIOR
TO ANY OTRERWEMA APPHOAAL OF IMOERTED SAND WILL ME RUSSO EN IN•LACE FIELD TESTS TEAENATTES INNTAI LAYTON
• ANY SAND INSTALLED WTTHOA’T PRIDR RPPRDAAL MY THE ENGINEER MAY NOT ME ACCEPTED HALO MAP MEMEGAIMED TO ME REMOVED.
NEI’TIC TANIII POMP EHAMAEH:• SEPTIC AND HOLDING TANRN MAST EDNEORM TO A STANDARD EANICSA-MEM-MME.• ACCEPTABLE M.STERIALD ARE MCISEDECED CDNCRETE, IIMERGLADS OR PDLHEIHTLENE.• CONCRETE MINIMUM STRENGTH: 40MM PSI 25 MEAl AT AM DATE• AIM ENTM.AINIMG: N-T%, DTRDCTORAL FIAER RCWFDRCCMENT.• COGSTREETIGM AOMTN TOME NDALED WITH MOTEL MOPE DM EDULVAEEN’T• MAAIMDM MERE: S FEET (T.N METERSI• DLI, TAMES, MISERS, AND COVERS MAST RE WATERTIGIET.• ALL FARES MAST MD ASSEMMLEO AND INSTALLED AN PER MANAPACTUMEMS MSNIRUCTIDNS.• FARES MAST INCLUDE A WATERTYDRT ACCESS FOR MAINTENANCE, INSFECTWN AND PUMP OUT• EFFLADNT ALTERS MAGT MD INSTALLED AT EAS T’HRASINM OF ALL SEPTIC TANES• WHERE TOP OF TANS IS MORE THAN DDDmm 001GW FINOHEA GRADE. A MITER MARE ME INSTALLED ED
ERTEND WITHIN LMMmm OF FINISHED SHADE.• ALL TANE STMUCTIJRUN TV RATE MINIMUM TTDmm COMPACTED DEFER GE DN.mm DIR. CRUSHER RAN GRADEL
GM DSmm DIR. CLEAE CRASHED STONE REDOING.
TAFROIL SELD AND SOD:• ALL DINTUMMED GROUND TOME COVERED WITH THPDHIL AND NEEDED EM COVERED HATER SOD.• NODULE SEADENAL C0A0WDNG PROHINIT THE PLACEMENT OF SELDOM ODD. ALL OISTIIRMEO ARDARD
SEALL RE COOEOEO WITH STRAW OR MULCH OR OTHER MATFRIAL TO PREVENT EROSION DNTIL OVER A ITMRTHAT SEEDING ON GDD MAY ME PLACED,
• IT IN THE CONTRACTORS RESPDNNIOILITT TO TDMPI ETE SEEDING OR SODDING WHDN SEASONALCDNDITIDNS PEMMIT.
• IT IN RECOMMENDED THAT MGI OH OR VTRAW GE HI ACER Al TAR SEEDING TO PROMOTE OAOWTH.
‘END ENDIMEEM MAY INSPECT ALL PhASES OF rHE WDNR INCLADINS THE POLLOWINA:- ONISTYNG NIlE PRIOR TO START OF ANT CONOTRACTION TO VERIFY LDCATDN Dr DINFONAL FIELD.- PMIDM ID PLACEMENT OH SAND FILL -AFTER NITE PREPARATION END GMAMMIND.- PRIOR ID COHERING TISTRIRETION FIFE WTTII NRAVEE.- PAMPED STDTURN MOST ML FRE000RE TEGTED WITH WATER PRIOR TO CDHERINU DISPOSAL FIELD.- AFTER TOFNDIL INSTALLED.
AFTER INTERIM SOIL STASILAZATIEN.• AE’TEE GRASS RAN ROOTED.- PINHL APPROVAL WILL NET OS GRANTED DNTYL FINISHED GRADE SARFACE IAN MIEN OAVOLD ACCDROINO TO
DESIGN ANT ALL DISTUROED SOIL NTAMII IZTS WEb GRASS.
SPECIAL NETEU:- MACEFILL AGAINOT FOUNDATION TORE GRADED TO OLDER AWAY FROM OINPDOAL FIELD- ALL ROOF DRAINS TV DINCIIARDT AWAY FRDM OISFENAL FIELD.- TMDPDSEO DRIVEWAYS GIIDWN ARE PER REFERENCE DRLY. ACTUAL DRIVEWAY
I ECHElON IN MY OTHERS, RECEIVING APPROVAL FROM NOT1T ANT TN ACCORDANCEWITH ANT AND ALL APPLICEHI C PHOVENCAL. MUNICIPAL AND LOCAL MTLAWN,
• ALLCONHTMACTIHN WORO AND INNIALLAFIUN METHODT AND PRACTICES SHALL EU IN ACCORDANCE WITH ALL • All EVINTINS DISPOSAL FIELD MATERIAL GHALL RE DISPOSED SF AN DIAECTLO 09100 ENGINEER.MANDFALTLRFEN INOIRACFIUNN, AND THE NGI ON-SITE UEWARE DIOPODAL TECONICAL OAIEELINEN OR AU • COISTINA GROUND MATERIEL GHALI. GE EDCAVATED EVA DOFTIT HA DIRECTED NY THE ENGINEER.
EERING SE ICES IREDIRECTED MT THE ENGINEER, • ALL DDINTISG DISPOSAL AREA RED MATERIAL DHVLL RE REPLACED WITH MACSPILL MATEOLAL SPECIFIED• ALL ELTETAIEAL WOOS SHELl OR INDTALCEO ACCORDING TO ALL APPLICABLE ELECTRICAL CEDED AND HEREIN DRAG APPROVED OH THE ENGISEER. . SO SUDDM STREET
EARRIDO EDT AND CERTIFIED IN WRITING MT A LICENSED ELECTRICIAN, PO MOO MRS• PROPERTY HIIVNDASIEN NHTWN ARE UNLT APPRODIMATE AND SHALL Ml. AEHII TED DO RITE ITT THE LAANTRT FACILITY RPPCITICATIONN: CHRNTTM, NOVA OCOTTA, MDJ lAD
CONTRACTOR AS MEGAIOED PHIOR TD CONOTRACTION. . FT IR INECOMMENDEDTHAT ALL WASHING MACHINES RAVED LINT P11.1CM AETACTIEOTO TIlE OUTLET PIPE AN TEL S02-OTR-SONS• ANT ERRORD DR OMISSIONS FDLND IN THESE PLANS AND SPECIIICATIDN SHALL GE IMMEOWTELT ORDVSIIT TO SPECIFIED HEREIN. : FAX, RDL-DTS-SODD
THE ATTENTION OF THE ENGINEER • LINT FILTER GRAI,L OP RAPPLIED ST RUZYLO LTD. TIMMINN, OSTEHIO. FILTER SHALL ME ‘TAR SEPTIC •RSITTNARMHA•DAIHD.ET• ANRUIYAGLE SOIL CUNETIONO ENCOANTERED OAAIRG ERRS IVUCTAN MAST RE EHOAGHT TO THE ATTENTION PROTECTOR” MODEL COMPLETE WITH 155 MICRON FILTER. FILTER UNIT SRALL REINSTALLED AR PER ‘ — —.
OF TAD ENGINEER AND ADDITIONAL SEDVEL REDOING MAYBE RRDAIMEO. RANAFADTLRERO INSTAACTIONS DIRECTLY TV EACH WVSIIISD MACHINE. EGUIVALENT UNITS WILL RE• ALL RTROCTARPD, TANES, PIPES MATERIALD ANT DETICEG OTIAL I HE INSTALLED OR AS ORUWN ON THESE ACCEPIED CFHN AETIEWMTTIIE CNGINDDR.
PLANS ERASERS THE ON-SITU SEWAGE DIRPOSAL TECHNICAL GUIDELINES DRAG DIRECTED MT THE ENAINDEN,
ImR.ST LOTICOLFORD HOLDINGS
INCORPORATED30 COLFORD DRIVE,
EAST CHEZZETCOOKPID: 40257412
L000000 REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMSPECIFICATIONS
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C503
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ACCESS RIVER
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MDI IELo,o ABOVE FINISHED VRAOL
LENGTH AD REUCIREDI \ \ HLEm MAX,,EXTEND VALVE SThM AS RPAUIRED)
PVC ELECTRICAL CONDUIT VLIP EDUPLINA ‘ i /TV PUMP CONTROL PANEL ‘N I >- ,/ / FINISHED ORAOE
LLL,o, STRIP OP RITA THERE V LFAA RUT ArINI, A
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LETmLLINLETL MIX ZZ2S/AL4R4 \ JQ\ H fr>,s’ - 50mm ORSRrn,oDCREODIF
5mm AIR HOLEIN TOP OP PIPE UTTLL:m MIlo VOlE COVES
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MART RE PROTECTED >< /.‘ I’ - -.
PMRM EREEZIRS / . -
ARt°:I
FORCE MAIN FROM MIGTRIRETIORPOMP CRAMRER PIPE
TYPICAL FORCE MAIN CONNECTION DETAILDCAEE: NTR
GENERAL CONDITIOND
CDATRACTDA RHALE PEITIPT LOCAVOIL SFALL WELED WATVRCOURRES, lOTROUNDARIER AND ALL ELEAATIRRD PRIORTO CONSTRUET1EN WITRIN TERm PROMTRE LOEATTOR OP DISPODAL STSTEMI
MACRWASR WATER FROM WATERTREATMENT DEVICED MOST ROT REDISERAITSER TV THE OR-SITE SEWAGEDIOPOGAL RRRTEM.
ROOT, EOVRDADION AND EDT DRAIRAOEMART AE OIRECTET RWAT FROM THEDISPOSAL PICLD, REPTIC TARH ARD PAMPSIPHON) CRAMMER.
TRIO DIAODAM ID TORE READ INCOMRIRATION WITH DTLCAMDNTRSURMITTED WITH TTIE APPLICADOR PORAPPROVAL PD INOTALL PRE OR-RITERTGTEM AND TRE ATTACHEDSPECIPICA PIE N S.
NOTES
EORPSRL PANEL TORE PLACED ML MULL DING ORWATERTIGHT ENCLOSURE-ALARM AND PUMP ORSEPARATE CIRCUITS,
THE ATGEEM MUST REAL LSWEO TO DRAIN RACEINTO PRE PAMP ERUOOREV WRUP TPR PUMP DISaTIN OPEM.RTION.
STEPS MAST ME RARER ES EDSURL THATPAP AREA LOGOS SABJECT TO VEHIEVLARTRAFFIC OP ART OTHER RINTUROAHERSUCH AD PUDAUUTIOR ER OTOERPIUNG OPEXCAVATED MATERIAL ETC., INSTALLATTOROP A PHTGLCAE MARRIER DI RECOMMRRDES,
IT ID THE APPLICANTS RESPONGIMILITR TOASSUME TRAT PRP CONSTRUCTIOR OPPDARDATTVNR, DRIVEWAT, WELL OR ANTOTHER DEVELOPMENT ON THE LOT WILENOT IMPACT 115 THE PEADIAIUTT OPON.STTE REWAAE DISPODAL PIELOIASTAI LATIOM
DIRPORAL STSTER MAST ME INRTALLEDRD A CRNTRGETER LICENSED TO INSTALLRN-SITE SEWAGE VISPOSAL DTDTEMS INNOAA SCETIA,
ALL WRRR MURT RL COMPLETED INACCORDANCE WTTH TRE SOyA SCOTIAOR-SITE SEWAGE DISPOSAL STSTERSREGULATIONS. ON-SITE BEWARE DTDTERSTEERSICAL GUIDELINES ARO CORDTTIOND5P THIS APPROVAL.
ABLE ERDLREERIRR SERVICED INC.
GD GREEN STREETP.O. BOO SSS
CPEATER. NOVA SCOTIA, MEL TJRTEL VSD-DDS-DDSOPAX- RDD—DTV—SDDD
P RIPSA1TR@00IEIRE,
LOTICOLFORO HOLDINGS
INCORPORATED30 COLFORO DRIVE,
EAST CHEZZETCOOKPID: 40257402
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMPUMP CHAMBER
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ABLE ENSINEERINR SERVICES INC.
ND SACEN STREETP.O BOO RON
CRESTER, NOVA SESPIA. BOA USTEL ODD-DON-TODDPOX. 502-275-5070
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SUSORAGE AS SPECIFIED
P WE SIZE IDP.IEN WONSNOM.DIA. B CUPTO 315 300370105003 300 300SRI TO 752 aoof 370
751 TO 1200J400 1’ 400SEE
OVER IPSO PROJECTDRAWINGS
DIMENSION A IS 25% OPTHE NOMINAL PIPEDIAMETER OR 150mm,WHICHEVER IS GREATER
FROAC.TLOT1
COLFORO HOLDINGSINCORPORATEO
30 COLPORD ORIVE,EAST CHEZZETCOOK
PIG: 40257412
REPLACEMENTON-SITE SEWAGE
DISPOSAL SYSTEMTYPICAL TRENCH SELECTiON
ATE IN DOTEPALS 050PRIL2014
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I DIMENSION C IN GOVERNED ST THE LOBBER PIPE DIAMETER2 SIDES OP IRENCREN TO REDUIREMRNTS OF DCPOOTMENT OF LA055EO IC CROWNS OP STORM AND NANITANT NEWER ORE NOT MATCTDD OREINUERT OP TOL STORM NLWER MAO! SEAT LEAST IDA-,p, EEL OW TOEIOCVERT SE ORE NAGITART NEWERO WREN CANPRETE PIPE IS SPECIFIES PORE NANITART NEWEllOETEECRNICEL RPPOLRT STOP ENS MONT HE ANDERTAKI N OS CNSURC500011110 OF TEE N000ASE
MINIMAM 600ACL ESTER OSLO SANITANT END STORM SEWERS IS TO RE
B TTPE I CLASS GRAVEL ED RE CCMPACDFD IR 100mm ETICR LATERNO ROTOTILL TORE DRANOLAR MATERIEL ONDIOR COMMON EDCA000ECMATERIAL AS APPROVED 07 SEDTECHNICOL CONSCI TENTo DEPTH OP COVER FOR ALL SEWER PIPLNG TO REMININAM I 2mO DEPTH RECOVER FAR ALL WAEDR PIPING TA BEMINIMAN I Nm AND MAXIMUM 2 Om
TYPICAL TRENCH SECTIONSCALE NTS
GENERAL CONDITIONS
COSORA0100 SAALL ALPIET LOCATION OP STEPS MAST SE SORES TO ENOORL OISAOALL WELLS WATEMEDASOES. LOT THE ARCA A NOT OAMJECT TO AEOLCAI ARODA5000IES END ALL EIEVATIONN PRNR TRAFFIC NP ART OTHER DISTARRANCPTO C005TOAE010N OHI5 SD Sm FROM SACT ES EATATA000N DR STOAEEOUNG OPTHE LDCARON OP DINPOSAL NYSTEMI EACSAAEED NATERIAL ETC.. INSTOLLACON
OF A PHTNICAL BORNEO IN RECDMMENDDR,EAEEWASR WA ICR FROM WA lEETREATMENT DEVICES MUST ROT ME ITS TOE APPLICANTS RESESSSIBILIRT TODLNEII000EO TO THE ON-SITE SAWANE ASSORE FLOAT ERE CDNSTEUCTNN OPDINPASAL STSTEM. TOAN000IDNN, DRIVEWAT. WELL BOOST
OTHER DEAELEPMDNC ON THE LEO WILLROOF, PEANDATIDN AND LOT ARAINAAE NEE IMPACT ON CHO FEEOIRILLTV DFMAST RE EIRECTED AWAT FROM THE ON-SITE NEWAHE DISPOSAL FIELDDISPOSAL FIELD, SEPTIC TONR AND POMP INSTALLATION.ISII’HDNI CHENRER,
DISPOSAL NTNTCM RANT DC INSTOLLEDTRIG DOASRAR IS TORI READ IN 570 CONTROCTTH LIAENSCD TO INSTALLCDMRIHATLCN WDTT DOCARENTN ON-SITE SEWAGE DISPOSAL STNTEMS INNAMRPTTEO WITH TAD APELICAIION FOR NOVA SCETLO,APPRDAAL TO INSTALL THE ON-SITESTSOEM AND THE ATTACHED ALL WRAR MAST RE COMPLETED INSPECIFICATIONS, ACCORDANCE WiTH THE NOVA SCOTIA
OH-SITE SEWACE NSPOSOL NTSTEMNRDNALATIONS. OR-SITE SEWARE NTSTEMNTECHNICAL GAIDELJNEO ANS CONDITIONSOF TOW APPROVAL
