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HomeMy WebLinkAbout0546 WAKEBY ROAD - Health 546 WAKE�Y= Mar Mill A = 028 - 228 TOWN OFr�B,ARNSTABLE LOCATION SEWAGE# =)-6 ice- ; VILLAGE V,Tz�74 M LM ASSESSOR'S MAP.&PARCEL 17 INSTALLER'S NAME&PHONE NO.' Z=7_&t4-i( C Er,tib 71 -� SEPTIC TANK CAPACITY -c~ LEACHING FACILITY:(type),,e'�et,tC_J4- (size) NO:"OF BEDROOMS C ' OWNER 1 I PERMIT DATE: t3'•�-► -►tg 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 ori° site or within 200 feet of leaching facility) /Ar. Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1 Feet FURNISHED BY 1 Alln �( r a L 7-1 oFtMME� Town of Barnstable P#_/ O �y� a Department of Regulatory Services 1 BARNSTABLE, Public Health Division Date MASS. � 039. `0� 200 Main Street,Hyannis MA 02601 �FD MA't Date Scheduled 49/�ime Fee Pd. Soil uitability Assessment for Se Dis osgi - Performed By: Witnessed By: LOCATION: GENERAL INFORMATION Location Address �jl� , - 1Q/�b� Owner's Name �� ! M. wi 1 U Address Assessor's Map/Parcel: t Engineer's Name (� d(W NEW CONSTRUCTION REPAIR Telephone# l_ IQ f �np�� 1 Land Use ��m � Slopes(%) 0-15 6 Surface Stones WIo .qb 3 Distances from: Open Water Body U ft Possible Wet Area A�1(9 It Drinking Water Well/e/70 ft Drainage Way ft Property Line J62 It Other ft k SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I ram.. /u : IZo w� G 2 GAa q' Parent material(geologic)CCA�R!_Pr Depth to Bedrock Depth to Groundwater: Standing Water in Hole: /Vo Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE-, - Method Used: Depth Observed standing in obs.hole: /X J6 Al!g in. Depth to soil mottles: in. Depth to weeping from side of obs.hole:— min. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level __ �, _,_ -PERCOLATION TEST ;-DateL/ Tune Observation Hole# Time at 9" Depth of Perc 5U Time at 6" � Start Pre-soak Time @ 11"oo //X Time(9"-6") 7� End Pre-soak //;#i G Rate Min./Inch L-2- Site Suitability Assessment: Site Passed X— Site Failed: Additional Testing Needed(Y/N) /V 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 r DEEP OBSERVATION HOLE LO,G Hole#. 9 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel 0-9 awm G S= Z,s y6G o o U 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) 4 FicL. �c cAu� i * DEEP OBSERVATION HOLE LOG Hole# 3 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) V J3Z c s Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No— Yes Death 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on JCL(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 i No. 1 Fee THE COMMONWEALTH OF MASSACHUSET Ente computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes l Q, Application for Osposaf ,pstrm Construction jOrrmit Application for a Permit to Construct( ) Repair( ) Upgrade(k*l Abandon( ) Complete System ❑Individual Components Location Address or Lot No.51 /� P Owner's Name,Address,and Tel.No. Mann i sq& c t� Assessor's Map/Parcel�als' LLr , p I stal r' Name,Address,and el.No. 3O$^ / `�399 Designer's ame,Address,and el.No. ,�'G$�3(�_ �� �`�'o .�n5{ ►�os S ©�y� � �n� O��` ' Type of Building. Dwelling No.of Bedrooms eX i-' 3 Lot Size a?,0 3 110PE-5 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �+ /� Design Flow(min.required) V i�jO gpd Design flow provided -WrAye S4V gpd Plan Date nit C)1 Number of sheets Revision Date Title �q &4 Plan wja_"�9 /5&Yls Zts — Size of Septic Tank 1410 - Type of S.A.S. y,p `JcZ /,7,$ i d 14 av Scn Description of Soil Nature of Repairs or Alterations(Answer when applicable) C)O i+toI�oZO 1 s-l+' /� I CE ➢ , L ��.Q /a �� a� `�/� �. X42 Date last inspected Agreement: The undersigned agrees to ensure the construction and mainten e of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm ode an of to place the system in operation until a Certificate of Compliance has been issu d by tht Board of Heal S' e / Date Application Approved by / Date Application Disapproved Date for the following reasons Permit No. Date Issued "My 13 No. f ; l Fe1e THE COMMONWEALTH OF MASSACHUSET S Enter e ' computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes D01ppliLation for Mispo8at6pstem Construrtion pertuit Application for a Permit to Construct( ) Repair( ) Upgrade(e Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No.S(/J_ Owner's Name,Address,and Tel.No. $'O �_ 7 �_�� r CCPP f G- r dt-(I nn�' sy� waK& Assessor's Map/Parcela&ase (t a, n. , 4 i net i,/ /04L D Installer's Name,Address,and,Tel.No. j`o�S'' !-93�i Designer's Name,Address,and Tel.No. -,j(�— r eons+rc.��1Gh Ix"e OG.tt1ri Type of Building: Dwelling No.of Bedrooms n 7 it 3 pz iT Lot Size of`0 3 AC f1_0S sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other.Fixtures .f- Design Flow(min.required) JrC� gpd Design flow provided� �m gpd - Plan Date .�,)n e a sZp 13 Number of sheets Revision Date t Title 77 o 1 c L Size of Septic Tank 14io is66 D Type o S.A.S. l��� Description of Soil_ po n _ TLq Nature of Repairs or Alterations(Answer when applicable) p0 J-F in ►<�r',�,�1-�.,., ro41nh r. ) � 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 Environmen'tal-Co�de-an�d f-fo place the system in operation until a Certificate of Compliance has been issu by this Board of Health. Si e / / ,/ Date � 9 Application Approved by ,% f 1 / vl Date f � f Application Disapproved b� � � Date for the following reasons Permit No. Date Issued ti - --------------------------------------- - - -- ----------------------------- -- V THE COMMONWEALTH OF MASSACHUSETTS /2 7��3C� BARNSTABLE,MASSACHUSETTS ` CPrtlfiratr Of CompYlantr THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded 06) Abandoned( )by ./),r4 I ,{,3 �x-�/ at v '/ has been constructed iwacc d e with the provisions of Title and the for Disposal System Construction Permit No ed Installer 1� �dnGlf� 'Can _ Lr.c Designer #bedrooms ` Approved des ow t gpd The issuance of t ' perm' s�all not be construed as a guarantee that the system wili��ionas designed. /11N Date ' / Inspector �� // �"�, ���fj/ � ----- -- �- --- - ------------------------------------------------------------------------------------ --- No. Fee v THE COMMONWEALTH OF MASSACHUSETTS 4 PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS ]Disposal *pStrm Construrtfun Permit Permission is hereby granted to Construct( ) Repai ( ) Upgrade(jr� Abandon( ) System located at n o , / 1 d YL 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 . ust be completed within three years of the date of this permit. f J Date / Approved by AUG-01-2013 15:50 From:BORTOLOTTI CONST 5Oe42e9399 To:150e7906304 P.1/1 FROM :down cape engineering inc FkX MO. ':ISOMFQ13MO Aug. 01 2013 04:01PM Pi 13 �bf P,uU. ial CP Tbutve a61 9". C Ndor,R'i r War. f..m � 4Alhit4` kaF��&�� �Dnvn�t�rQ� �,. �,�s�1�:`r°�� 'r'�nf►Er;e�II�M1;es1K:�:nut,J�1trx�4ur _.r (J &A, i0a dti1-1di4•i Fwx' >fR 7 U-ci�A4 TALM o:rA][l;a rlu �u�+1 u'rtMOdd:aada� �aPox^eflo Sstwne Venmid# L)WA ot arty) (snR et) sr,p[iV,SV9? l-n s{i F-C� . ._ flu s�:�� out desi p druwLL by "Led �.s _ I fy LLLO tlt.B �vp& a�°ynem referwnml ttbo�vr,w55 TwiaLrs1 snihxtaii< uny flcRo��iflK to lhu drsimi, w1urh may iuuiarlc: crii�j.nr aprrsjva s°t. �•haa�,e:� 9uuP1, cis ,'here. relul:.:tiiur�of MCI di.,9trihuticil kxnx ttrlrl/or""tie Uwk. I ct^ali.fy [flat thr,, 9starn. refcrmuml itbovr tuna ;n,stiiUM with MW01- U-11RI 'GR (io-, — pp,a[(-I than VC.L MI 7001$110Wairy i;()1UPCV-,7)( Of the ,tr.Ptlr, ril) Liar a L 1jZU tTdk21W witli.Stan��;T,nud 117,C11 i10ow-'° PIUL ceviNiOr Or uer�iti��rl,nrrhuil �,sir�t�;nG7 to follow, i NISLA UaA!A No 406D2 tw, rkmisu 'r Ruinq)gam) 1,�.;rn�l�...�t�r��.�L�rty *a i �:�n>lt�y_— •it°� t': i��;.Ai1�t'�J�iSic�rab.. t,;1r;�t�rt��lc:g;,�_,c�b� d tt .&M, A,Nr_i6't D° 1, 6 MT.11 urn rr�, ,Kv r -'his Prepared for , GEORGE E MANNING MEMBERSHIP p.12/13 Membership Rewards®Aocount Number rewards f�a y�d Q J 1 M96038019 1 V FIRST' r 1A r �v l � AMER�fAN Platinum Card® _r• P. 13T EXPRESS GEORGE E MANNING Closing Date 07/16/13 Account Ending 4-55009 RELOAUTHORITY RAINDANCER HUMANE SOCIETY OF If you are moving out of state,try STEAKHOUSE ST.LUCIE COUNTY ourhousehold moving services. New ownership,taste the difference. Each year we rescue and care for 2 Get price quotes at 2300 Palm Beach Lakes Blvd 8,000 animals in our community. reloauthority.com. West Palm Beach,FL33409. Visit 100 Savannah Road,Fort Call 561-084'2MOorvisit Pierce FL,772AM-0687 or raindancemteakhouse omn. hsslc org. If there are other places where you would like to see the Card accepted,please cal I the Customer Service number that is located on page 2 of your statement or the number that is on the back of your Card. Offers are made only to Cardmembers who meet certain qualifyinq� criteria. By o rcnnnrlinn unii will-ha rliceincinn M 4ho morehnnt fho4 u^ee moo+4 oco "iforin Official Website of The Town of Barnstable - Property Lookup Page 1 of 3 Currently Town Hall is experiencing phone problems.We hope to have them fixed today.If you need to get a message to so eon in Town Hall please Conta, Assessing Division Property Lookup Results - 2013 367 Main Street,Hyannis,MA.02601 «BACK TO SEARCH« Veil PPint Friendly -- __..._....._._................_.-............__....._.__.._._ _ -_----___.__.._._._._.__._..._.....__....__.............._.__......_....._.............._....._...................__—_._.__.._..._.__.._._.._i Owner Information-Map/Block/Lot:028 1 0281-Use Code:1010 Owner — — Owner Name as of 1/1/12 MANNING,GEORGE E Map/Block/Lot GI S MAPS I PO BOX 70 028/028/ I MARSTONS MILLS,MA.02648 Property Address i Co-Owner Name j 546 WAKEBY ROAD ; Village:Marstons Mills f Town Sewer At Address:No I 4 GIS Zoning Value:RF Assessed Values 2013-Map/Block/Lot:028/0281-Use Code:1010 2013 Appraised Value2013 Assessed Value Past Comparisons Building Value: $106,300 $106,300 Year Total Assessed Value Extra Features: $31,800 $31,800 2012-$351,700 Outbuildings: $0 $0 2011-$371,600 Land Value: $218,700 $218,700 2010-$364,800 2009-$555,800 { 2008-$534,700 i 2013 Totals $356,800 $356,800 2007-$558,400 j Tax Information 2013-Map/Block/Lot:028/028/-Use Code:1010 Taxes i C.O.M.M.FD Tax(Residential) $528.06 Community Preservation Act Tax $93.77 Fiscal Year 2013 TAX RATES HERE I Town Tax(Residential) $3,125.57 $3,747.40 Sales History-Map/Block/Lot:028/0281-Use Code:1010—— -- v History: Owner: Sale Date Book/Page: Sale Price: j MANNING,GEORGE E 7/26/2011 25584/293 $0 MANNING,GEORGE E&IRENE B 1/28/1969 1426/692 $0 Photos 028/028/-Use Code:1010 r Sketches-Map/Block/Lot:028 1 028/-Use Code:1010 ttaT l i I 7 OIL— F AsBuilt Card N/A Constructions Details-Map/Block/Lot:028/0281-Use Code:1010 Building Details — Land http://www.town.barnstable.ma.us/Assessing/propertydisplayscreenl3.asp?ap=0&searchpa... 7/19/2013 Official Website of The Town of Barn$table -,Property Lookup Page 2 of 3 i Building value $106,300 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $141,669 Bathrooms 2 Full Lot Size(Acres) 2.02 Model Residential Total Rooms 6 Rooms Appraised Value $218,700 �i Style Conventional Heat Fuel Oil Assessed Value $218,700 i Grade Average Heat Type Hot Water Year Built 1930 AC Type None i Effective depreciation 25 Interior Floors HardwoodCarpet i Stories 1 112 Stories Interior Walls Drywall Living Area sq/ft 1,456 Exterior Walls Vinyl Siding Gross Area sq/ft 3,058 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp Outbuildings&Extra Features-Map/Block/Lot:028 1 028/-Use Code:1010 —� Code Description Units/SQ ft Appraised Value Assessed Value I FPL2 Fireplace 1.5 stories 2 $6,900 $6,900 BMT Basement-Unfinished 1040 $18,100 $18,100 ! FEP Enclosed porch- 146 $6,800 $6,800 roof,ceiling .....__..__............__..............__._...__.............__............._.._...----.—.__.._..................._—.._._' Sketch Legend i Property Sketch Legend I B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area TQS Three Quarters Story(Finished) i (Finished) 1 3 BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UTQ Three Quarters Story (Unfinished) FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in Porch PTO Patio ,APP nt rriendiy Contact Director of Assessing Jeffrey Rudziak P 508-8624022 F 508-8624722 8:30a.m.to 4:30p.m. Helpful Links to Downloads Abatements FY 2013 SALES LISTINGS Barnstable FD Residential C.O.M.M FD Residential Commercial-Industrial-Mixed Use Cotuit FD Residential Hyannis FD Residential Townwide Condominium W.Barnstable FD Residential Department of Revenue Exemptions Parcel Consolidation Questions about values http://www.town.bamstable.ma.us/Assessing/prope.gydisplayscreen 13,asp?ap=0&searchpa... 7/19/2013 F Official Website of The Town of Barnstable - Pr'operty Lookup Page 3 of 3 Town Tax Rates-FY13 Town Land Use Codes Helpful Maps All Town Maps Flood Insurance Maps Property Maps Contact Director of Assessing Jeffrey Rudziak P 508-862-4022 F 508-862-4722 8:30a.m.to 4:30p.m. Related Boards Board of Assessors TOWN PROPERTY DATABASE �3 ❑ IS MAPS Owned and Operated by The Town of Barnstable-Information Technology Home Departments&Services I Boards&Committees IResidents&Visitors IDoing Business I Town Calendar I Phone Directory lEmployment I Email Town Hall http://www.town.barnstable.ma.us/Assessing/pro*pertydisplayscreenl 3.asp?ap=0&searchpa... 7/19/2013 SYSTEM PROFILE SHALL MARKED WITHCMAGNETICTTAPE ORBE COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE o \ TOP FOUND. EL. 83.6 FILTER FABRIC OVER STONE - UF0T 82.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 82.0' PRECAST H-10 BLOCKS OR { 1 RISERS (TYP.) PRECAST RISERS Q1 2'0 4"OSCH40 PVC MORTAR ALL H-10 6 MAX. Long t., PIPES LEVEL 1ST 2' COMPONENTS 4 TYP. INV'S L. 77.48' 4' Ond �ENDSJ IDES � 0 **79.0't f 78.48 0 o �. 9 10" 14" I � 78.5' TEE 1500 GAL H-10 TEE f SEPTIC TANK 78.25 > o 0 0 0 > o 0 0 0 " o 0 0 0 0 0` o°o°o°o° ®®®®�®®®®®® ®®®®®®®®®®® >a0000000 !yp/rE�j Q 4' LIO. LEVEL 0 0000000�0��0 0° °°O°O°O° ®®®®®®®®®®® ®®®®®®®®®®® 'o°O°O°O° yR0 \p ACME OR EQUAL ° °o°o°o°o°o00 o� N '°°°°o°o° o o 'o°o°o°o° p 0� Roo GAS BAFFLE ., o 0 0 0 0 0 0 0 0 0 0 0 0 0 o d ° ° ° ° ®®®®®®®®�®® ®�®®®®®®®�� ° ° ° ° �. Wakeby ... 77.85' 77.68' °o �o�o0000 75.48' o Locus ':, r...._..:. 6" MIN. SUMP o c o 0 0 0 0 0 0 0 0 0 0 c 12" MIN. INT. DIM. o c� 0 0 0 0 0 0 0 0 0 0 0 o H-20 500 GAL..LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Q �. .i 0 0 0 0 0 0 0 0 0 0 0 c 3 4"-1-1 2" DOUBLE WASHED STONE 4' MIN. -4 r,5�-70 9�Q o�0,�0„0„0„0 0„0„0�0„0„0, / / (4) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES R MECHANICAL TNEO ? 6" CRUS HED STONE M 8 � OVERALL I 4 .FR.O0 E LL DIMENSIONS TO OUTSIDE OF STONE. 2 00' X 12.83' 0 S S c0 0 COMPACTION. (15.221 [2]) 24+' P ,S ( �% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) FOUNDATION- 23' SEPTIC TANK 40' D' BOX 22' LEACHING LOCUS MAP FACILITY 71.0' BOTTOM TH-1 u NO GROUNDWATER FOUND NOT TO SCALE TEST HOLE LOGS (NOTE: WATER ELEVATION EXPECTED O*THE INSTALLER SHALL VERIFY THE AT 50.7't) ASSESSORS MAP 28 PARCEL 28 LOCATIONS OF ALL UTILITIES AND ALL ENGINEER: ARNE H. OJALA, PE, SE BUILDING SEWER OUTLETS AND ELEVATIONS VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE PRIOR TO INSTALLING ANY PORTION OF IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR WITNESS: DONNA MIORANDI, RS SEPTIC SYSTEM, ("\5,E BY HEALTH INSPECTOR DATE: 6/21/13 PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED PERC. RATE _ < 2 MIN/INCH BY THE BOARD OF HEALTH REVISED DURING A PUBLIC HEARING HELD ON AUG. 4, 2009 CLASS I SOILS P# 14042 \ O�G' A 3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM ELEV. Q� INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW o" 4 82.0' O" 82.0' o" 83.0' 0" g3.p' \ � GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS BE LOCATED MORE THAN SIX FEET BELOW GRADE. FILL FILL FILL FILL II o LOAM LOAM (LOAM) (LOAM) \ \ ( ) 81 .3' ( 81.3' 82.5' 2.33' ^ e0 8 8 6 8 �0 C C C C PERC PERC CS CS CS CS �b 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 \ ff 50.72 132 71.0 132 71.0 132 72.0 132 72.0 'oo• 0 60 \ FF NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Fo�F of STATUE 1 Q. v EXI N SEPTIC T 81.93 O F,9 SYS M AREA DECK q 19 SYSTEM DESIGN: 9 8• 1.47 x 9 1. N 8 66 G' ti 81.93 GARBAGE DISPOSER IS NOT ALLOWED ��5°' TM 2� EXIST. OT T PO ON HILA COMBINATION OF INSTRUMENT AND TOWN GIS 82.01 DWELL. U VE _ EXISTING 3 BEDROOM DWELLING H 1 o TOP FNDN. PROP. VENT WITH CHARCOAL FILTER W .59 ELEV. 83.6' **EXISTING BUILDING SEWE� = 3.58 TO BE RE-ROUTED AND DESIGN FLOW: 5 BEDROOMS � 110 GPD 55O GPD AND BUGSCREEN FINAL PLACEMENT BY 8 .05 RAISED TO ELEVATION 79.0't USE A 550 GPD DESIGN FLOW CONTRACTOR WITH HOMEOWNER x 3. CONSULTATION) a INV. OUT EL. 78.6 .06 .65 (2AN9C- �1� �) / SEPTIC TANK: 550 GPD (2) = 1100 GPD O 2.29 81.73 66>, ", USE (1) H-10 1500 GAL. SEPTIC TANK LARG PUCE p0 81. a/ 10 82.1 Q 81 51 O Q- s A HING: e LE C x 3.0 � - 82.26 Q SIDES: 2 (42 + 12.83) 2 (.74) - 162 GPD / o = x 81.68 _Z 3 POND BOTTOM 42 x 12.83 (.74) 398 GPD o TH 303 N m 50.8 TOTAL. 756 S.F. 560 GPD 1 3 TH 4 \ 3 x 3C 82.27 / AMBERS ACME OREQUAL) 4 500 GAL. H 10 LEACHING CH USE O ( x 5 0 z, 1 f x 81.77 � 2 WITH 4 STONE ALL AROUND Q 0 J81.61 I 82.42 3 cL 7.71 2 1 O BENCH MARK - TOP OF BOTTOM STEP I. AT FLAGSTONE LANDING ELEV. = 82.5' I f MA o / BOARD OF HEALTH APPROVED DATE B / 81.69 = I O co I / I / W 83.97 GRAVEL DRIVE o I >� 82.21 AND PARKING I � `1' I 81.98 PARCEL 1 2.03 t ACRES \ w I / 7 0 Sp GARAGE PAR (ALLY COLL PSE ) (PER PLAN) a3 a/.8 / 811. 7 \ o NOTES \ w / .96 / APPROX. NGVD 83.69 1. DATUM IS • � O 2. MUNICIPAL WATER IS EXISTING FOR LOCUS 83.87 .45 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 83.79 TI POLE / U L L 4. DESIGN LOADING FOR PROPOSED CHAMBERS 9 TO BE AASHO H- 0 T AND D'B X H-1/ 2 S 0 TO BE 0 / >E 84.11 EXIST. WELL . I 5. PIPE JOINTS TO BE MADE WATERTIGHT. . - �4 84.29 ' / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH / 310 CMR 15.000 (TITLE 5.) / 8 4.7 7 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO cA s //a BE USED FOR LOT LINE STAKING OR ANY OTHER / �/�� PURPOSE. 144 85.26 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6 �` C9 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 3 86.17 DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. I / / MATERIAL ENCOUNTERED SHALL BE 93 � 11. ANY UNSUITABLE REMOVED BENEATH AND AROUND THE PROPOSED / E OVED 5 / LEACHING FACILITY. / �f 6.67 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 87.20 / REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. / / W / Y R qo 9 O / 8.S8 / /88.75 / 5 88 4 I / _k89.18 > 8 T I T L Emmm I T E P L A N I OF 546 WAKEBY ROAD T N MILLS MARS O S PREPARED FOR Y BORTOLOTTI CONSTRUCTION/ MANNING off 508-362-4541 ��NOFMq' fax 508-362-9880 �Ss� /��H OF tifgSS jH OF MqS N OF iv7gS : •�a C � <� S q JUNE 28 2013 c "a o CAN1- sG cti aya qc � L downca e.com p a ALA. N .� ,. _ ' P NI .� :c ANIEL G I I � � �;; ° uA�I��LA. D s - • �o JA m � cc to A. A. � � a � OJn.J� G e e hneefin once I U � -4 o wn a n OJALA - � CIVIL Scale: 1' - 20' o. No.4 £?0 - No.40980 v A civilengineers F � � P D2 v _ S o �, G R q F rr. fSS�O O FG R \O S C ! / ^ SS land surveyors S N ��� �/ \r TE/ �� ! P F O FEET y o � ° F 0 10 0 30 4c 50 E NAL .N S G &, S S/ r� Rai ONAL s / 939 Main Street ( Rte 6A) '`�='� - �^ ` S� ,,�,� �„-.�;��=��``yL YARMOUTHPORT MA 02675 Y S, DATE DANIEL A. OJALA, P. P.L.�.:. I >3- 114 II ' it