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HomeMy WebLinkAbout1325 FALMOUTH ROAD/RTE 28 - Health 1325 Falmouth Road Centerville A= 229 -084 5 M E A D WEEPING YOU GRGANIZEn No. 12534 2-153LOR SUSTINAFORESTRY MIN.RECYCLED INITIATIVE CONTENT 10% GrWoaFiberSourcing POST-CONSUMER® rrwwAf1propram,orp al-ol p MADE W USA QU QWa4N=AT SWAM= No. � �� Fee /ao THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLation for Mispo8al �6pstrm Construction Permit ' Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) IN/Omplete System ❑Individual Components Location Address or Lot No. )325 Tu ilm d. Owner's Name,Address,and Tel.No. i Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's ame,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms �j Lot Size j 0%( sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _33b gpd Design flow provided (�y gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 746M. aa t 44 Type of S.A.S. Description of Soil OU IF- lump _ �0 Nature of Repairs A Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the onmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. C2 / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes Q1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9ppliLation for Disposal *pstrm Construction 3permIt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) [ omplete System ElIndividual Components d {Location Address or Lot No. )52y61 ( 4VLOwner's Name,Address,and Tel.No. Assessor's Map/Parcel fr [ b6 I& Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -` IIIAICS g Type of Building: Dwelling No.of Bedrooms ? Lot Size _T sq.ft. Garbage Grinder( ) Other Type of Building v No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �330 gpd Design flow provided gpd Plan Date zj-p 1 Number of sheets Revision Date Title ` Size of Septic Tank () rlr, / ?{} Type of S.A.S. N. . dat Description of Soil I "' Nature of Repairs Alterations(Answer when appl cable) �f`1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the nv..ronmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boarr of a t'h. Signed Date Application Approved by l I i 1 iW- ILA Date Application Disapproved by -' Date for the following reasons - Permit No. ,F Date Issued ...__ . ------------- --- ------- ----------------- == - =` = - ----_-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS i �erftfrate�:nf`�om�Yiattce.,�.. _ THIS IS TO CERTIFY,that the On-site`SewaeDispos system Costructed(r�) Repaired( Upgraded( ) Abandoned( )by at 192 f7_t trD(}!!f7!_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer: _V(1_ h S ���t�Jt t ' Designer �•E-c V �r7!l S #bedrooms t "fit 4 Approved design flow ?u _ gpd The issuance of this permit shall not be construed as a guarantee that the system wjIlln ction as d signed.r Date )�"� ) Inspector_ ---------------------------------- --------------- ---------------------------------------------------- - - - - -------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstrut Construction permit Permission is hereby granted to Construct( ) Repair( �� Upgrade( ) Abandon( ) System located at I :z,2 T FA'k,g.tk _ —d Le-A 1,r 64'L" and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. _ Date(a�y 14 h.,00 15'/1,/1G 7ti. Approved Q �. N Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Misposaf *pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) aKomplete System ❑Individual Components Location Address or Lot No. kr n o iT l^ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Q3s a y �Qn V t log�.Si\v ih Installers Name Address and Tel.No. Desi er s e Address and Tel.No. `CS -3 C 7 6 ff Address,and mac,rmbUs >n' 3 Gm v% Type of Buildin Dwelling No.of Bedrooms Lot Size �D 4 0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) U gpd Design flow provided y gpd Plan Date 2 / C1 < Cl Number of sheets Revision Date Title Size of Septic Tank MV Cr e„L C-^L( ype of S.A.S. a \A 2 d Z013 &,-L C 4,p,�/►b-�� Description of Soil ks'00 CT-,\ �-c„ V,_ ,0 C*'�%C_ n i,.v a. x ^, I x Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board qNealth. ignet Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( � Upgraded( ) Abandoned( )by 6 C o to y rc.. V_ at \?a s r=.koamil Q.j r 2_j-, V X W—has been constructed in accordance with the provisions of Title 5 and the for D`is�posal System Construction Permit N . ` d��ted Installer G� M � 1v�. Designer #bedrooms Approved design flow— � gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector :1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomfuter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppUtation for Misposa pstettt CDnStCUCtIDn Permit Application for a Permit to Construct( ) Repair(b�Upgrade( ) Abandon( ) EDoe!omplete System ❑Individual Components Location Address or Lot No. 3 a S -q 1M 0 � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Q, �- �� V Q JZ�JC_ �4S \y e, Installer's Name,Address,and Tel.No. Designer's NaVie,Address,and Tel.No. J 6-7 Scon rc-O\Vc t 1,3 GtJ Xc,rre RJ SA-c e ekss �- Type of Buildin r6 k -2 5(4 6 0 6 S G Dwelling No.of Bedrooms Lot Size 3 �1 (D 0 a sq.fr. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33() gpd Design flow provided k gpd Plan Date ' C1 'rj Number of sheets Revision Date Title Size of Septic Tank MO L �G.�"ype of S.A.S. a ":2.0 Sao [rr LC 1^oR„A" Description of Soil l S00 Ca C.A k G"Nv` �x,�x�.S, I X Nature of Repairs or Alterations(Answer when applicable)- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ealth. Date bb Application Approved by / r Date Application Disapproved by Date for the following reasons Permit No. Q — Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS u Certificate of Compliance ` "f s. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(��-) � Repaired( t Upgraded( " ) Abandoned( )by ;.. _,.: �. hasjbeen constructed in accordance with the provisions t``ofTitle 5 and the for Disposal System Construction PXit N - ' ted t^� j Installer �0`G k C-N Designer - T #bedrooms 3 ApprAed design flow) _'��.� gpd The issuance of this permit shall not be construed as a guarantee thate system will function as designed. ' ., .. _ - Date �� '� � �# ,''�`.+ � Inspector ------,-------------------------------------------- - ---------------��`--------7--------------------------------------- No. d s 7 "_..r- � Fee J/� ` HE COMMONWEALTH OF MASSACHUSETTS r PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal :Fppste offetrUttlon i3ermit Permission is hereby granted to Construct( ) Repair(7 Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of thisqby Date /� Approve Town of Barnstable .�I"E Regulatory Services Richard V. Scali, Interim Director + IAMSTAB14 M'S Public Health Division 039. '�Fonn " Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Z Sewage Permit# -� Assessor's Map\Parcel Designer: �2-�fK�� /� . tfvh �� (�� Installer: (�E,( �l s E)CIflo Address: Ant, Address: 3a e (�7 On ( Ll _ L�"_vltw -was issued a permit to install a (d te) (in a r) septic system at 3 ZS F[ii6q 41^ based on a design drawn by (address) 4 • /�C dated S 2 (designer) AZI certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constru,$fed in compliance with the terms of the I\A approval letters (if applicable) (Ins is Signature) Q9 (Designer's Signature) (Ax ffi ' esig is Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable P# �S6 ' Department of Regulatory Services l CID Public Health Division Date Z .n3a 200 Main Street,Hyannis MA 02601 `O Date Scheduled Time 1` 1. Fee Pd._ y:. Soil zlity Asse ant for S age Disposal wn Performe By: Witnessed By. LOCATIO .GENE INFORMATION Loeado Address * �.�' �� ®V.,�-- Owner's Name C) '�re Address. Assessor's Map/Parcel Engineer's Name �� S NEW CONSTRUCr•ION REPAIR Telephone ii p Lund Use Slopes(96) l6— Surface S ' Q kaa5 l��1��- tones Distances from: Open Water Body ft' Possible Wet Area 6ry ft Drinking Water Well ft � Dral'nage Way -r— ft Property Line /�'"� ft Other {t I SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pero tests,locate wetlands-in proximity to holes) I ' Parent material(geologic) 06w' Depth to Redrook 2�f Depth to Groundwater. Standing Water in Hole:_ PA Woepin$1Yoln Plt Face Estimated Seasonal High Oroundwater DETE TION FOR SEASONALMIGH WATER TABLE cthod Used: AL Depth Observed standing in obs.hole: In. Depth to soil mottles: In.' Dellth to weeping from side of obs.hole: In, Groundwater Adjusltnent dex Well-tr Reading Date: - Index Well level _, Ad 41actor.�._ _ Adj.droundwator-Level. _ PERCOLATION TEST DMOAN T1wa I.v- Observation , Hole# Depth of Pero '•(oC � Time at 6" `'� • Start Pro-soak Time @ Time(9"-6") Had Pro-soak Rate Miu./Inch L She Suitability Assessment: Site Passed ✓ SUP Failed: Additional TestingNeeded(Y/N) A Original: Public Health Division Observation Hole Data To Be Completed oti Back--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conseirvation Division at least one (1)week prior to beginning. Q:ISEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soli Horizon Soil Texture Shcl Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%'Gravel) a t_5 @let L'� LH S lv 'fc't`/3 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Boll Horizon Soil Texture Soil Color Soil 'Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. �G 6 • LS /�Y'ts/6 l<- DEEP OBSERVATION HOLE LOG --Hole.#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsdil) Mottling (Structure,Stones,Bouldera.. Consistency,2b Oraval ` DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Boll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Scones;Boulders, Consistency,96'omyall ' t Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes— .,: .� Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mtiterial exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious matorlal? Cer'tiffcation I certify that on 1! 1 1W (date)I have passed the soil evaluator examination approved by the Department-of Environmental Protection and that the above analysis was performed by me consistent with the required training ertise and experience described in�10 CMR 15.017. Signature 4 Dat 0!r� ` Q;WEPTiCVBRCPORM.DOC TOWN OF BARNSTABLE LOCATION SEWAGE#�O�Q �•l.� VILLAGE Ciptt fi 11 L ASSESSOR'S MAP&PARCEL 29 Pq INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING'FACILITY: (type)�2� Q�[.C1y�ry..fi+c, (size) F NO.OF BEDROOMS OWNER ftt A t� -. PERMIT DATE: a Alt jig COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on .site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facilityL Feet FURNISHED BY --- 25 FBI -�, �� A2- A As-- Su, 40 e sS-5 'I i I ------------- INVERT ELEVATIONS : DES l GN CR I TER I A : SOIL TEST PIT DATA& GENERAL NO TES : p� INVERT AT BUILDING: 105.5 DESIGN FLOW: INDICATES .S_ INDICATES S PERCOLATION = OBSERVED INVERT IN SEPTIC TANK: 105.0 3 BEDROOMS AT //0 G.P.D. PER rEsr = GROUNDWATER 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION 4 INVERT OUT PUMP CHAMBER: 108.2 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING O T T�r-� l NVER T i N D l S T. BOX: 108.37 TP s1 P#15814 TP 82 PURPOSES ONLY. ROU1E 2$ (,/ j 108 J NO GARBAGE GRINDER 0" HORi20N TEXTURE COLOR 110 3 0. HORIZON TEXTURE COLOR 111,2 sr ,. T�-+H Q O A� INVERT OUT DI ST. BOX: T MO (J j j � INVERT IN LEACH CHAMBER: 108.0 LOAMY torn LOAMY tOyR 2. VERTICAL DATUM !S NAVD 88, FOR BENCH MARKS OCUS-I- ,y F A L $AND 3/4 A SAND 3/4 SET, SEE S1 TE PLAN. SEP/ 106.0 20' - - - - - - - - - - - - - - - 108.6 18• - - - - - - - - - - - - - - - 109.7 POOP �FFr BOTTOM LEACH CHAMBER: 330 6.G.P.D.IC KXR200�tR�D660 GAL. LOAMY IorR LOAMY toYR �o ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN. B SAND 516 SAND 5/6 3. ALL CONSTRUCTION METHODS AND MATERIALS AND OBSERVED GROUND WATER: N/A 42• - - - - - - - - - - - - - - - 106,8 36 - - - - - - - - - - - - - - - - 10812 MAINTENANCE OF THE SEPTIC SYSTEM SHALL N 86°30'25'E BOTTOM OF TEST HOLE i: s8.3 C/ LOAMY IOYR C l LOAMY iOYR 14g OQ' SOIL ABSORPTION SYSTEM REQUIRED: MEDIum 6/3 : MEDIUM 6/3 CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL DESIGN PERC RATE ( 5 M/N/I NCH 60- SAND SAND BOARD OF HEALTH REGULATIONS. SOIL TEXTURAL CLASS - - - - + 103.6 80' 104.5 EFFLUENT LOADING RATE - O.74 GPD/SF $0" ' ' ' ' " " ' " - - ' - ' ' " - - - ' ' - " - - ' ' 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED C2 SAND AND 6/6R' C2 SAND AND 616 YR AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER STONE STONE THAN 3' IN DEPTH SHALL BE CAPABLE OF WI TH- LOCUS A P L O !T 6 PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS. 38. 600+ S.F. W/4' STONE AROUND. A-471 S.F. 144• 98.s 144• 99.2 471 S.F. x 0.74 348 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR DATE: DECEMBER 4. 20i8 APPROVED EQUAL. TEST BY: STEPHEN HAAS WITNESSED RTEt f�Mi N/INCH BY: DONALD DE$MaRA1s PERC Rk tE 6, SEPTIC TANK AND D-BOX SHALL BE REINFORCED PRECAST CONCRETE OR APPROVED POL YETHYLENE. BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER TESTED FOR LEVEL WHEN THERE lS MORE THAN ONE OUTLET. ACCESS COVERS MUST BE WITHIN j lift' ""}"''}"}} 6" OF FINISH GRADE 7. BEFORE CONSTRUCTION CALL "DIG-SAFE}III}} lifIIIIII}IIt1 9" MINIMUM COVER 1-888-DIG-SAFE AND THE LOCAL WATER DEPT. \ \ {III} hilt}III}11111 ACCESS COVER MUST BE FIRST 2' TO \ NCI! }tllllll}r(tftt TO FINISH GRADE BE LEVEL MIN. 2" OF FOR LOCATION OF UNDERGROUND UTILITIES. \ Jill IIIII}IIiI(t1(Iii PEASTONE Iltl 1{{illlli}IIIIli i! TEE 4•vENr 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 18• MIN DESIGN ENGINEER TWO DAYS PR i OR TO CONSTRUCTION ` vv� I I I {�ri jol li�l t kbl t i 109.0 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION I NSPECT l ONS, i 111' { {t11111! Ills}} ►10.2 108.37 2 oa `-~---314" - 1 112' DIA. 'b �I(Itllll}111tall{( � v /08. i 0 3 }il}}11}1111{i!l111 I06.3 1 _ 108.0 DOUBLE WASHED STONE 9. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY, 4" DIAM PIP SLOPE /08.2 3 OUTLET 2-500 GALLON LEACHING `� M lilitillit(111,l}II°y1 o REMOVED AND BACKFILLED. c - ----- ----- `� to �.�� ! 1111tfll}tilti}I111 105.5 D-BOX CHAMBERS W/4' STONE AROUND ? _ /ttitltlltil((iillill 'v -- ---_ �� �� �� h S�Q 11°ft t1)1�llttftll}} l05.0 �, ate H-20 12.8 'w X 25'1 X 2'd /0. ALL UNSUITABLE MATERIAL to 6 B HORIZONS) _ t s -- '��� rttdt}toll}tittll ENCOUNTERED BELOW THE INVERT OF THE LEACHING < _t l2- --- \` h � /ttl�}ttill(t1}tt l UP 333-65A --- - ��� �� %� \� \ 111(lltitfiloll}Jk FACT L t TY TO BE REMOVED FOR-A D I STANCE OF 5' / t I 1 t l r t t t I i f 1 t t 1 COMB/NA Ti ON 1500 GAL 6" CRUSHED STONE OR ( AROUND AND REPLACED WITH SAND IN ACCORDANCE �' - -- -_ Q SEPTIC TANK AND 500 GAL COMPACTED BASE W l TH T 1 TL E S. 111111It 1111 tilt} ��� 1ro. \ ` ititttttttttttit!! PUMP CHAMBER 1'la. s �/ �` TPrz� �� �. `� it t 1111111111111 it 11. NO DETERMINATION HAS BEEN MADE AS TO �^ 111,4 / ° �` `tttltltlllllltlitl PROF i LE : NOT TO SCALE COMPLIANCE WITH DEED RESTRICTIONS OR ZONING ro N / �� i1111tltlttllffil REGULATIONS. IT SHALL REMAIN THE CLIENTS Illllilttll}lilli RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL � � -'/ � �� � �\ \ � Iltttll}{I(tltttt t' YEN PERMITS. VARIANCES ETC. FOR THIS PROJECT, 2 � •� ti � itt(ftltttillt�ii 24 12.8' tt' \ �, lfill(iilllltllitl ftllilt1111111111t01 R 12, IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY Jill t t t tl i TO HAVE THE PROPOSED BUILDING FOUNDA T t ON rr4.s �� tt ttlttll(Iltt t�l (�20' PIAM 2-500 GALLON , \ t t t i 1 to 1 t t t t 1 t t i t 1 f er/Nrlruu� DESIGNED TO ACCOUNT FOR THE EXISTING GRADE LEACHING CHAMBERS 110,5 �� \ \\ `\ t 1Nt I r,i t t�i i I i i 1 t PUMP SYSTEM NOTES: W/4' STONE AROUND 5 \ \ \ \ I I`i l t t t l i�t t i t I I ATE v AND SOIL COND I T IONS AT THE LOCATION OF THE lit t t l j t t t l t t W/COUitI 1• PUVP TO BE MYER$ RESIDENTIAL SEWAGE PWP MODEL SRM4 \ \ t 1 tl It 2" PVC OUTLET OR EQUAL. PROPOSED BUILDING, 1l0. SOIL REMOVAL \ \ \ 1+t111111111110 ft ...'. ... SEE NOTE !0, \ \ \ t liii lilt !I i 1500/500 GALLON H-20 '''•'''''''' CESSPOOL \ \ J I f l l 111 l 1 t l l I i f 1 it 2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. COMBO SEPTIC LANK D-BOX 1 A �� � t 11111t1it/1(tt1tJ11trL_ a AND PLIIIP CHAMBER i t ' J �! !t t f I(t I t i! i, J. THE PIAI/P SHALL BE INSTALLED IN STRICT CONFORMANCE WI TH � � l v� � tlttttitttlttlrh • 3/8'WEFP THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS. 1111�111o1ltt111j1 I R ( t t FLOAT SwfTGeES trot£ PUMP DISCHARGE SHALL 8f 2 INCHES. PUMP SHOULD BE ABLE TO VA R i A LACES REQUIRED : CO // 1 t /t 1!!t/t 1 t l t (I tt y� BE DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT ' / 1 t 1 I l l t t l t 1 i i t t 1 t1 ALARM ON - _ - - HAV/NG TO ENTER THE PUMP CHAMBER. TITLE 5. MAX 1 MUM FEASIBLE COMPL 1 ANC£ -- m 1/0.6 / t t 10 0 0111 11111 % 1 110'' i� t i I t J i l t!t 1 tot t lit PUVP ON - 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE SECTION 15.221:(71 GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS >� 1I 11/t tl tlt(tt PLMWW OFF83 F_ P POWERED BY A CI RCUi T SEPARATE FROM THE PUMP POWER. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE NO DEEPER THAN 36' BELOW GRADE. �. � / trrttttlt I11111 1l 5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. A VARIANCE IS REOUIRED FOR THE SEPTIC: TANK ,TO BE BETWEEN 4' AND 5' DEEP. CARPORT / // ��'T'(�-t�-t.L,L,411 t/t t ��, / , t(tllill1tljt lr1.?'�\ /j / 1111li(Illltl ( t . �� `� / /f ltltl(l�I1l11tiC i h11ltlf } } 111ft11, �l`ti , illill } } ( I I it IOO' FROM EDGE OF POND // lit it 11 111} iltiblit E�-I12RN�R STEP // Illf }oil } I} I } lll� { / PtII�illirIIIIit � �ItlI11 � 1111t } t} �I } I111ta I 11 � �� tti111t11 (til} 11 }I vv EXI STING DWELLING �� CB)bkFAD iliijiiit I+Ill }}1lftlltl111 till }{ Ilf } III CBFND DECK �� \�\ J} I� IIiiIiII [ti ) �\ } i t(ll} itolt I tttf o�S �� � � >y �� �tilittlltttl�flti } �� �\ i Y r � . 4 �/ t ttitttlt i t J t rl4 t ` t tttltttltt t I t 1b { 106----- --- 1 $r t11 t t ro � - �itrfl J ttit .�_ __------ /0&---- tl J 1 t t t i �- t J roe--- S ! T E7 PLAN OF: LAND / 3 5 )=ALMOUTH ROAD MAP 229 . PARCEL 8�4 Fp BARNS T.ABL E7 ( CENTERV I LLE ) MA ' PREPARED FOR : LEGEND 0 CB CONCRETE BOUND LONG P O NL7 \ ` od ` t ...DOSE SAS l L VA -W WATER L INE \� \ �v jtt 11 SCALE : f - 2 O ' MAY 29 . 2019 O HYDRANT � ga/ tt S T E P H E N /"'1 -•-G GAS L l NE OHW- OVER HEAD WIRES ' H S R E 14' LIGHT POST / 293 Crcinv i a RcSc3d --E-- UNDERGROUND ELECTRIC LINE /'` � Brewster , MA 0 2 6 3 1 _T_ UNDERGROUND � � t ( 508 ) 367- 1691 CTV= UNDERGROUND CABLEV©SJONI LINE -}-40.4 SPOT ELEVATION /�,{� � ...••40....... EXISTING CONTOUR 40 _ PROPOSED CONTOUR 0 10 20 40 JOB NO: 1$-027