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HomeMy WebLinkAbout0045 ANTICO LANE - Health tfr! ANTICO LANE CENTERVILLE A = 172 003 . 003 milord NO. 152 1/3 ORA 10% s r.. Z No. .v Fee S, ! ' d V THE COMMCNWE-1 :rH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOV'rN OF BARNSTABLE, MASSACHUSETTS 01ppfiration for misgsal *pstrm Construction Vrrmit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) [:]Complete System &Individual Components Location Address or Lot No. 45 An b co Lr7, Owner's Name,Address,and Tel.No.6•0!1='?Q6- f 17 st,l,KLG-u-c-) 45 Anfi ca C,n o C'.en 4-ru 11� Assessor's Map/Parcel 7 3�-,q �EI7 (U1• `e Ux4.3-,;L Installer's Name,Address,Fnd Tel.No.�6-Uf5- Designer's Name,Address,and Tel.No. 1%oSr-36,a-115-541 Qoo�vi �Ins�cucc ,�c �o• L'3ox ')off 1�7a/r) ,new✓% =�h�. �t3`ol�y�Glii'� L � Type of Building: Dwelling No.of Bedrooms 3 Lot Size 9 1— sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 9 gpd Plan Date (Ut i Q, d? , ao rg Number of sheets Revision Date Title Z - CC ,4n t atV C n-yt F{er-o"V'- /W A Size of Septic Tank E' a5 p ?V's 1 Svv Type of S.A.S. �-SvC>G l`1'lU j�u,en G{,�m�O_o�< x /a•83 Description of Soil ;552,e. A 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 Co to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe Date Application Approved by Date Application Disapproved by U Date for the following reasons Permit No. Date Issued 7 r _ No.-- / �' ! J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpphcation foriSispoBal 6pstr tt Construction 3perttat .Application for a Permit to Construct( ) Repair(/Upgrade(.j Abandon( ) ❑Complete System ®'Individual Components Location Address or Lot No. �.t"�V l I�, e Owner's Name,Address,and Tel.No. ✓Off-`70 — 5-8 * Assessor's Map/Parcel f? Installer's Name Address and Tel.No. ODesigner's S�_ _ / +�� Name,Address,and Tel.No. (2))0440(UtU. 'Ce'n-54,)CAS 0 o,i nc P o, t3ox 90L/ A'>aEm ie r%�a"�trr �,'le, �31r sgq,4,V `-f�/V�C,i7•�n�Can,�11'1cG':�a .L��pM L3'a1.,�iS L. -�, �rn.� , •�- " Type of Building: r _ Dwelling No.of Bedrooms Lot Size f c�, 9 4 -^ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 30 gpd Design flow provided 9 gpd, Plan DateA) fir )q 'cLU/19 Number of sheets f Revision Date Title ! f,t7'�"n .��,�O i�'�i, , c� Zf'S �i;;�.+it t.^c.�lei' t •-"<aJ4 r'rl.�lE' 1��,� Size of Septic Tank E'Xt5(r, i Scat) Type of S.A.S. - av c,;,. f�lc�`�cr c�_+ C i�rd n a ,r,< �� it Ik-S3 Description of Soil �F 5,,,r /cr 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 Co&and-not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.,,,. Signed,—, ;"� Date.,.,.'" . ;Application Approved by !(_/[ 1,4 , �. ;� Date s; Application Disapproved by Date for the following reasons Permit No. 2 Date Issued 57 /k- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage (Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by at V�040s T-,'<r, Ulf r 0 (r' has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. �_ Sdated C �/( Installer_t��,r �,,;� , C_^r ,�5� r 1:_ t<,Ef a I_ric . Designer �G,u,n `r,5 n r�,24P #bedrooms ,3 Approved design flow 3 ;Z d zn The issuance of this permit shall not be construed as a guarantee that the system will i ctti n/as desi ed. Date (� l (1( Inspector �d� / No. d A 3 Fee ,f(Jl✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair(,cz Upgrade( ) Abandon( ) System located at 14, �'Q R I'r-N ( CCA1:)P Grp r1 1, I r lie 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 S_ /�/f Approved by -25-2018 22:25 From: To:15087906304 Pase:1/1 Town ®f Barnstable Rigulato ry Services � l Thomas F.Geiler,Director )Public Health Division Thomas McKean,JDi ector 200 Mabx Street,Hyannis,lV.&02601 ' Office: 5084624644 Fax_ 508-790-6304 . I ustaller&Desigger Certification F®ram Date: Sewage Permait# Zol Pr-13 5 Assessor's IaplPareel- 3 gDesilgaker: DDOUN OAK lMl pJC� Address: q39 4 5cr w Address: . 45 W &M MXWPRS M(U�� On 17 I$ CJo issued a permit to install a •(date) ( er septic system at 45 ANT 60_I.ANE—La1(TM I UX based on a desiga drawn by (addiem) NAO-a. QALA pE . dated he"L 24. ��_• (design ) - I 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 I certify that the septic system referenced above was installed with major changes (i.e. gieater than.10'lateral relocation of the SAS or any vertical relocation of any oomponent of the septic system)but iu accmdance with State&Local Regulations. Plan revision or certified as- ' by designer to follow. ' "OF mac„ DANIELA. OJALA et's Signature) CIVIL y No 46502 (Designer's Signature (AffixDesipex's Stamp Here) XLEASE RE -W TO �N!,UABLI PUBLIC WA L9C,X[ Dx V ON. _�TA�CATE, f M MnTAWCA WL NOT l3E 1,55CTED TXL $OTH THIS VOIM AND AS-D�_CAM AIM XVC YVP.D BY-IRE )3 rM LC REALTH DIVISXQN. T YOU. Q:HrAWSepticMcsiperCatiScabon Form 3 Z6-04.doe Q6410-e4) T►,E Town of Barnstable P# 16�3 5 oF ram, - �p` c Department of Regulatory Services BARNSTABLE, : Public Health Division Date J y MM. 200 Main Street,Hyannis MA 02601 kd ptFD Mp`l A tn� Date Scheduled Time ` © Fee Pd. 1=« h+� Soil Suitability Assessment for S e Disposal Performed By: ���e( GCA k i v e S Witnessed By: LOCATION& GENERAL INFORMATION Location Address e ri�GO L Owner's Name '"t 1 e Address Assessor's Map/Parcel: `Nl 0303 Engineer's Name 1�a��'- e NEWCONSTRUCTION REPAIR Telephone# (Jw) 6k Land Use Lmd5cge Slopes(%) G —�— Surface Stones ,(�C4 Distances from: Open Water Body�100 ft Possible Wet Area>10 ft Drinking Water Well G ft Drainage Way � ft Property Line ->to ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) " 4 s k. ce S N ` r 7N2 T-7l. ^4 lly,y6, Parent material(geologic) ra d '`^ ^ Depth to Bedrock Depth to Groundwater: Standing Water in Hole: PIA Weeping from Pit Facer 7 t Estimated Seasonal High Groundwater /y DE tRMINATION FOR SEASONAL HIGH WATER TABLE Method Used: NN w Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Perc (.EEO Time at 6" Start Pre-soak Time @ 't/ .,06 Time(9"-6") End Pre-soak 10.0% RateMin./Inch L Site SuitaL-ility Assessment: Site Passed Si[e Faiied: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Q4 Consistency,%Gravel) L /oyk ly DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) -& ; l( -A � r�XO/� 3y igq Z,Sy '/y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No T Yes Within 500 year boundary No,V/ Yes Within 100 year flood boundary N V Y i y ry o_ es Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? y -e 5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on 1 Z (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,expertise and experience described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION 4TXxj'1 e,6 Lo,4 - SEWAGE# �j. 15 4 35— VILLAGE � ASSESSOR'S MAP&PARCEL f 7,i, 3- INSTALLER'S NAME&PHONE NO. . T . 5b,r-` 71-143`1 SEPTIC TANK CAPACITY 4Vt i fi-I g6 Vlo LEACHING FACILITY: (type) (size) ;,)S x 94-93' NO.OF BEDROOMS 3 " S�( tc OWNER PERMIT DATE: - - I COMPLIANCE DATE: C� J 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) f Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY�aq �yr aq ► - - ' 3b _ O Y >T A' L' �..r-L ,_ _- fix_ f` P ^'231` 1\ } '� -S 'r.`•.,yr TOWN OF BARNSTABLE r _ Lr , . J LOCATION SEWAGE # -A dOUS- '.VII LACEAs� ��z__ 'ASSESSOR'S MAP & LOT INSTALL:ER'S NAME&PHONE NO. SEPTIC.-TANK CAPACITY LSD LEACHING FACILITY: (type) (size) Aa?X NO. OF BEDROOMS Y 1 BUILDER OR i vINER i PERMITDATE COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist on site br within 200 feet of leaching facility) Feet' Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by • 9 t E nie O TOWN OF BARNSTABLE k LOCATION SEWAGE # IV — U VILLAGE ASSESSOR'S MAP & LOT /Z;2-3 j INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY £ LEACHING FACILITY: (type) (size) NO. OF BEDR06MS BUILDER OR OWNER PERMIT DATE: I ` - Zva COMPLIANCE DATE: Separation Distance Between the: • r 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 leaching facility) Peet Furnished by o �� No. -as y i Fee /,/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYtcatton for Mtqo5alr *pgterrt Congtructton VerrrYtt Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.& f/rG G-.7 Owner's Name,Address and Tel.No. C'nfl�e_e_ tom. /Yl c 9 e y /C' 9L-Y-h CQ if c G u- Assessor's Map/Parcel /70? - 003 - G G 3 Z_.9,e, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. /-Ile-leetl /` 9/Vtii5�, ?`7 e 'e-trit,ep , '5� -.33'y'S� Type of Building: Dwelling No.of Bedrooms Lot Size/-)-,,-?f`✓ sq.ft. Garbage Grinder Other Type of Building 9n.e-11 No.of Persons 3 Showers(-2 ) Cafeteria( ) Other Fixtures Design Flow //O gallons per day. Calculated daily flow .33 gallons. Plan Date /07 - 7- -�2 o o G Number of sheets a Revision Date Title ��coG d .sue roe �YsIr' -, 1 ��r f/ r¢�t.�ico ao�S Size of Septic Tank o C/1 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /lie e4-1 s,l/.sr�M 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 the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu by this B of Health. Signed Date Application Approved by Date I-SO-?eel Application Disapproved for the following reas ns Permit No. /y -05- Date Issued �iod, No. Fee e THE COMMONWEALTH OF MASSACHUSETTS Entered in com p uteri Yes PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYtcattott for Mt.5po4ar *pmerrY Congtructton Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No..3 /qiv f i,,-G L.v iv y Owner's Name,Address and Tel.No. -2 ��'L�`r? v 4 /�• gg -e c. Y /r 9%x- 6 Cv c--c G 2P-a- Assessor's Map/Parcel G �� /7a - 003 — 03 Installer's Name,Address,and Tel.No. Designer's:Name,Address and Tel.No. >/- a c. Gp , 'S�aZ�' 33 Type of Building: Dwelling No.of Bedrooms -3 Lot Size /-2. V sq. ft. Garbage Grinder Other Type of Building -,P-9n.e'/'l No. of Persons Z. Showers(a2) Cafeteria( ) Other Fixtures ..W44K., "S-5 Design Flow y //D gallons per day. Calculated daily flow .33 gallons. Plan Date /o7 — 7- oP o 0 G Number of sheets Cl Revision Date Title ole-, .-! �✓ St oT-'G S qy" e- /fti74-e-0 4:_,Ga�S Size of Septic Tank 4799 c Z_ Type of S.A.S. Description of Soil /d 9/V e' Nature of Repairs or Alterations(Answer when applicable')7 itiC w s o" Date last inspected: Crl Agreement:f + t~I The undersigned agyees 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 notto place the system in operation until a Certifi- cate of Compliance has been issu�i by this Boar of Health. Signed Date /'d Q'4/ Application Approved by Date Application Disapproved for the following reas s Permit No. / —05-! Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CER , that the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned( )b �' i�+S — C" �jvi J f' at ,jLo / et-� 1_. has been constructeo in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this pe it hall not be construed as a guarantee that the syste func ' n s signed Date �/i�' o / Inspector No. �/O �� f --------------------------Fee A0, ..----� THE COMMONWEALTH OF MASSACHUSETTS 17 Z - 00 3- 00-3 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwiopooar 6 tem Conotruction Permit Permission is hereby granted o Construct Repair( Upgra e( )Abandon( ) System located at 3 � 017W L A4-( i ��,-/,�t and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construc .on mu t be completed within three years of the date of this a�ei 't!I 3 O 7.o�v/Date: Approved by ,�C f � •e o 8• • C . 0 • xo. Q• BOGUS :c — x7L7 • SeP PRIMAIiy 9C TIL O Q % 'rANNK G �� O o° v ' •X. 7i.7x ► op �<. D-eoX =1 1 a t4 71.7 TH-0 C� `4 1 TN-Z \�45�� `Z % LOCUS PLAN i.711 �@" M Scale:I"= 2000' Q 7/.7 N_ LOT AREA \2,-194 S.F. Y x 7/,7/ndicoresProposed Spot Grade Top of Pwndarion 72.5 PLAN VIEW—LOT 3 Scale: I = 40 C1 TH-1 ELISV. 71.-7 TH-2 ELEV• �1.7 PINE NCEpL�S Q 0 p PINE NEEPLEi 2, ORGAN. MAT'L. LEpV6S VERV DARK GRAY LOAM VERY DARK GRAY LOAM A FINE 5AN0 ,%0YR S/N �` FINE SANO IOYR 5/4 I� yea—DRN LOAM YEL. BRN. LOA M 28�' B FINE. SANq IOYR S/6 2� ! F1NI- SAND 10Y R E14 LT.YEL.. 13RN VcRY C C Lti. YEL_,pRN VERY I21'' FINE SANG ,IOYR 5/8 IZL,, FINE 5AND IOYRS. PIERCOLAT\Oh T12ST PERCCoLATION TEST CLASS 1 MATER\AL CLASS I MATER\AL_ pEPT'H 45 INCHES pOOTH 1 W.INCHES LI 55T14AN 72- MILI/INCI.1 LESS T1AAN '2 M\N/\NCH NO WATER mmcxwNTED, NO WATER CIVCOIAINTED DAZE\ 0 /tM /915 NO. : P-9149 EI.\Cs.'. SL►\-LIvAN ENG1NEf=RING INC. WITNESS.: T.�uNNING� t.O.B, a oF►d. PETE;1 L10. `a CI�JiL PROPOSED SEPTIC SYSTEM AT 1. Plan Reference, Cluster Subdivision No. 755 LOT No.3.,ANTICO WOODS 'ANTICO WOODS', Endorsed Feb 10;1997 CENTERVILLE , MA Book 531 Page 83 FOR 2. Map 172 Reconfigured Lots 3-1, 3-2.3-3. 4-1.4-2&•5-3 DAVENPORT BUILDING-CO. 3. Set Backs Front=20' Rear/Side=10' 4. The proposed foundation shown hereon complies with SCALE: III=40' DATE: DEC. 7, 2000 the Town of Barnstable Zoning Set backs and is not within SULLIVAN ENGINEERING INC. a flood plain SHEET I of 2 OSTERVILLE, MA t� NOTES DESIGN DATA I.Water Supply ForThis Lot is Municipal Water. Single Family-3 Bedroom 2 Location of Utilities Shown on This Plan AreApprox. . With no Garbage Grinder At Least 72 Hours Prior to Any Excavation Far This Daily Flow=110 x3=330 GPD Project The Contractor Shall Make The Required Septic Tank:330 GPD x 200/o=660 GPD Use 1500 Gallon Septic Tank Notification to Dig Safe(1-800-322-4844) 3.The Contractor is Required to Secure Appropriate LEACHING AREA Permits From Town Agencies For Construction 330 GPD/0.74=446 SF Required Defined byThis Plan. Sidewall=2(12r25)2=148 S.F. Install Risers as Requiredto Within 127of Bottom Area= 4x2e=300 S.F. 448 S.F.Total Provided Finished Grade. LEACHING CHAMBER DESIGN 5.All Structures Buried Four Feet orMore or Subject Ajl Pipes to be Schedule 40.Use to Vehicular Traffic tobe H-20 Loading. 2-500 Gal.Leaching Chambers in 6. Septic System to be Installed in Accordance With 4x 25!Washed Stone Field as Shown 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations T. All Piping to be Sch,40 PVC. There are no wetlands within 100 feet of the proposed leaching facility. There are no private wells within 150 feet of the proposed septic system. There is no increase in flow_and/or-change in use proposed. There are no variances requested or needed. H the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will not be located less than(14)feet above the maximum adjusted ground water We elevation. F.G.71.7 . F.G.71.0 69.2 68.2 1500 Gallon Top El.69.2 69.0 Septic Tank 68.8 Bot.El. 66.2 68.6 68.4 Bedding as Bottom Test Hole Per Title 5 El.60.8 No Ground Water DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale r�riflm Grob p Poprric Ilk OF A4',J ..�•_:v: M sMr PETER SULLIVAN • L'0 "+ s/,.L1 .. CIVIL I •- 1 12-a- sv;' (� CROSS SECTION OF CHAMBER O "MOT to SCALE SHEET 2 of 2 LOT 3-ANTICO LANE CENTERVILLE, MASS. SULLIVAN ENGINEERING INC. OSTERVI LLE,MASS. DECEMBER 7,2000 s•.+sw eYimlb .-{•Yoou Ipv.armmm.Yo>uMaq.a�w+po.a�r, .471. ilMluedr+.vi —n.m.n/iV wo+.a'rl>u.A nai f CLb p'Oe LOOP•109C0 Mi Vla.af.1•♦Y1 t xOO"O'J i ia.i�.*w,i�p..�`Yli�o,�'r'»vt�a> ��'•l 9�rh.iti,�t1.1l� - YYn au► +d Yolt>a+Y.la>lb -.a.�..._))41��I�J•r�19JD W 'J_!_." Y4•♦f>uwuib>wiainlal+•ela.a fYl lutd-�o71'Fuf� �"' _ -- IIQIS7p 6u{pI1M ICY3JSS.JeJd. O ' 1 O/6 7i/1 alr,d uo��gt+-Fa�o9 p Yganti/wlotMnogp/w ,n�.}V170Sn.'a/�+IF'�O.r N�sLLu•� DI 0 .at.u11>o/1MY1 Yaf W.>M> Yfe.4 Iv��-z1+7 N��7N1'd�l 4N`�f`t��H�ila +a18P•Oa4131•Yol.uiiud � N wii!+*••a+dxa VIWY•DaiR14Oa7 aaaru+ I.iO eYolil¢I.uO16wJOJJ V z ov}R•H.1.r10YIR1V]L H.1.lIOS +d uolPoliAa+l rid lNOYlwl a'ny ab> puo vueauo i>ruiao>>yaa+ryYra�ld 2 �!'�v�GMaltJaNlYsd 7'1u7pls9�pud'IUtOIJtu4p+ ,2 ]flHtfISt1IdWFf180NOZ w7�+a..n�dRelr,u.f,wii✓�o 3 p P+aPaJ�apunpai>aie+d as wfld>aOyl �A6 NMYflO � O1{d 'O'J'JN[Q'IIr1S Z11odN'SAVQ �o,nao...��o.s•IiaY�l 1.�..b�.,,e,�ld�, o .OI-F ' S -------------- �• r II Q 0 o. I 1 I I I , I I { I { { I 7 ' �I I % r M it Q ,p/L OI-A�,.r/.b•A'o+ .I/1 a iY f.i l 9 ulY•`+T•Y I.ro'Vl mOV 96A w+IM•A I J �I a_ i I •I 'I ea I � --------------------- I <•a s wr.• v ,l� dd�6 t ;I { o0o ti % I - I � —Q Y 6r r.0 b I..p'.+ �% i p,p .a/i a•,r i ? _ e• I ti I 2 � � I 4y I b 1 re••1 � I I f sc Yiw��m� I Z ! .ro•a ae�eia i _ Q I R { I ;• D i j g .r/I a,r s.�i I s-..•e 9 I P ' f I frob w I 1 { •9 I • - I i SY04 wr ♦ + w far Aw q � A •� x N 1 Q { 4 1 I I I , M; «� • t_ 0 ti �o 9 1 .O•Ai 4` •i` l NOTES ALL SLL SYSTEM PROFILE MARKEDSYSTE WITM HCOMPONENTS MAGNEPC TAPEHA BE OR 1. DATUM IS NAVD 88 Stye COMPARABLE MEANS FOR FUTURE LOCATION. Kok s ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) F CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING Three on 2" PEASTONE OR GEOTEXTILE i \ TOP FOUND. EL. 70.5 FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75JOF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 9Shlocus WATERTEST O'BOX FOR LEVELNESS BLOCKS OR UNITS TO BE AASHO H-12 PRECAST H-10 Qj MIN. 2" WALL THICKNESS I PRECAST RISERS RISERS (TYP.) 68.5' 4;OSCH40 PVC MORTAR ALL INVERT IN 65.17' 5. PIPE JOINTS TO BE MADE WATERTIGHT. ego PIPES LEVEL 1ST 2' COMPONENTS - �pke ­7 • COMPONENTS Ot ENDS SIDES 66.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) lb 'OSCH4( S L 68 5' P�'IPE E EXISTING 4 1 10 SEPTIC I TIC TEE ETP TANK TEE 14" rnmm 0 mmmm 10- EXISTING o 6 MIN. M o_o_00000 o_ 6 LMD L-i Lipi I-- TEE SEPTIC TANK** TEE \\67.4±1* _ 0 . .0_. M, SUMP �m IS FOR PROPOSED WORK ONLY AND .000.0.0.0.. 7. THIS PLAN 0- 12 N MOPE" m 0 MrEIE2E�l EEI I 00�,?O_� 9 0 _9_0_0 2 INT 0 0 0 0 1 0 0 , , ,�-'.-.'.-�'c - NOT TO BE USED FOR LOT LINE STAKING OR ANY DIM. rEn GAS BAFFLE 1-1 LEP21 LEPJ LEPJ M E21 M M M M M M EEI E�l E�l_E��E��El EJ E]M �.o C� OTHER PURPOSE. 74 65.27- C�l 6 3.17' 65.44' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. L -20 500 GAL. LEACHING CHkMBERS BY ACME PRECAST OR EQUAL.H , 6 3/4"-1-1/2" DOUBLE WASHED STONE 4 MIN. (2) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00, X. 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF ear COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. SLOPE) (--L% SLOPE) (6 _j 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOUNDATION- EXIST. SEPTIC TANK 40' - D' BOX 12' LEACHING CALLING DIGSAFE (1-888-344-7233) AND FACILITY VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'± *THE INSTALLER SHALL VERIFY THE " 57.0' BOTTOM TH-2 INSTALLER SHALL CONFIRM MINIMUM NO GROUNDWATER FOUND LOCATIONS OF ALL UTILITIES AND ALL SEPTIC TANK SIZE AT 1500 GALLONS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 172 PARCEL 3-3 BUILDING SEWER OUTLETS AND AND ITS SUITABILITY FOR RE-USE. BE REMOVED BENEATH AND 5' AROUND THE ELEVATIONS PRIOR TO INSTALLING ANY REPLACE WITH 1500 GALLON SEPTIC PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X PORTION OF SEPTIC SYSTEM TANK APPROPRIATE TO SITE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS CONDITIONS IF NOT SUITABLE AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001CO561J L EGEN D SAND. DATED 7/16/2014 99- EXISTING CONTOUR X 99-1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198-4] PROPOSED SPOT EL. TH1 TEST HOLE Q. SYSTEM DESIGN: 2". ti - SLOPE OF GROUND /70 GARBAGE DISPOSER IS NOT ALLOWED UTILITY POLE DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD �Cyc FIRE HYDRANT USE A 330 GPD [)ESIGN FLOW NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING C� BENCHMARK: CORNER SEPTIC TANK: 330 GPD (2) = 660 CONCRETE BULKHEAD 69.8' NAVD88 **RE-USE EXISTING 1500 GAL. SEPTIC TANK TEST HOLE LOGS wLEACHING: 7 DANIEL E. GONSALVES, SE #13587 w 6' WOODS SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD ENGINEER: WITNESS: DON DESMARAIS, RS BOTTOM 25 x 12.83 (.74) = 237 GPD DATE: 4/20/18 TOTAL: 472 S.F. 349 GPD PERC. RATE < 2 MIN/INCH USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) P, WITH 4' STONE ALL AROUND CLASS I SOILS C)13 p# 15639 0 (31 LOT 3 � EXISTING 12,794± S.F. DWELLING off ETJ ELEV. ET ELEV. TOF=70.5 69.0' off 69.0' FI LL F1 LL DECK MA APPROVED DATE BOARD OF HEALTH 18" 1611 -�3 B B �,o TITLE 5 SITE PLAN PAVED 2 .6' LS LS DRIVE OF Q0 WOODS 10YR 5/4 10YR 5/4 CD H 3811 65.8' 3401 66.2' TH1 C 45 ANTICO LANE 69 CENTERVILLE MA TEL/CATV C C TRANS -69 PREPARED FOR PERC 13.7' 4 61 �0 BORTOLOTTI CONSTRUCTION M/CS M/CS 4 DATE: APRIL. 24, 2018 2.5Y 7/4 2.5Y 7/4 OF MAj -362-4541 fax 508-362-9880 DANIEL :mo D NJ off 508 ELA. downcope.com @ A. OJALA CIVIL down Cove engineering, No.40980ill C. 144" 57.0' 144" 1 1 57.0' No.4650 - oppss\ tSTe <1 civil engineers Scale: 1 20' U ONAL land surveyors NO GROUNDWATER ENCOUNTERED 939 Main Street ( Rte 6A) BICE 18- 104 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YAR"OUTHPORT MA 02675 18-104 BORTO-GREW.DWG