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HomeMy WebLinkAbout1363 BUMPS RIVER ROAD - Health 1363 BUMPS RIVER ROAD Centerville A= 188 - 068 A/ SMEAR WEEPING VOU ORGANIZE, No. 12534 2-153LOR �NW YIN.REfwclEo lNnWM corlrorrto�c� �osrr�lsul KAMwuse f*T MCANM AT SUW.00U No. Fee a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for MispoSal *pstrm Construrtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I3(,as� ounkPS PiLf%'V, ,T% Owner's Name,Address,and Tel.No. Assessor's Map/Parcel V Installer's Name,Address,and Tel.No. M-41°1 —%Z-7 7 Designer's Name,Address,and Tel.No. 0q-��j —®377 C4P9wm T6 EW SeS(RBo Z-C =Aic Type of Building: Dwelling No.of Bedrooms Lot Size �.(�,,�ess� sq.ft. Garbage Grinder( ) Other Type of Building rip+(— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 349►4 gpd Plan Date_d_T 31 , 10C S Number of sheets I Revision Date Title k-3 Q L)AIPS RIL,#EW,Size of of Septic Tank $L)a CznL &)s Type of S.A.S. SOD 9-4L— (2,4dX4 6_ 05— Description of Soil NR E St -7 QD `t 5 pU +/ Nature of Repairs or Alterations(Answer when applicable) X&5Zg,", MCDAJ H—`0 L sco `�, C�wLL�f}ELT I�i.LE�' ��1+L� � � �� �-f e�® D —�6�C 1� �•� J� �, 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 of Heal Signed Date " 3—ai) tI Application Approved by ( Date S Application Disapproved by Date for the following reasons Permit No. (;© _b01K Date Issued '— g J� x No. Fee 9 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: k.f' PUBLIC„HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ' Yes Zipplicatlon for Bisposal Opste tt Construction i3Prmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel p $+ 110; ` ;iC k(U Rat e- 7k1WUtLt r Installer's Name,Address;and Tel."No. 50%�t(.Z'1 .. "�`� Designer's Name,Address,and Tel.No. ��rg��"(� .•� 7S7°� C144�w��ur"��5�31 .��„ �Nc��aM► u�u� �CadG I�� cz„►,�r.�ct��t�t.. s-r' tKP�� �S4 �� wit �_ � r �� Type of Building: - Dwelling No.of Bedrooms Lot Size '.,, 9 sq.ft. Garbage Grinder(. ) Other Type of Building RGSt 06)JT t AL. No.of Persons+ Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (' gpd Design flow provided 3 T 7i W gpd Plan Date 0,,-r 3 E , l?(.$ ' Number of sheets Revision Date Title I (a" Ult't .I lJ�2,_ � _ �.��t J'TV/f�.L.- Size of Septic Tank 500 (i„d�l f. Typeffo�f S.A.S. Description of Soil Mt e'h - � CUS E S j7l 3�+ Nature of Repairs or Alterations(Answer when applicable) lat �lca f. ldl.*tr;cx fx J=faP Af �9 TcJc �It.C - Date last inspected: 1 Agreement: 1 ? ^-' J .'' 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,dnd'not to place tl a system u operation until a Certificate of Compliance has been issued-by this Board of Heal f ' q Signed Date t Application Approved by �Y j1 tTs Date f / Application Disapproved by l.� J Y ) - Date for the following reasons ! K1 v Permit No. �2 of Date Issued -- N - z- -- - _ � _Y _ - (- — ---------- - -- - - = ` 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 Ct,W'(*J1 QC" �ikJ7ZWl1S45�S- /Re)n i at 3�, '50M Ps W OEW- P-0 4 b (ti t1/1446*has been constructed in accordance I "`with the provisions of Title 5 and the for Disposal System/Construction Permit No.000 OOr dated 4;,q. j Installer p!�' .,p6n— rAimnegd { Designer -TC G--AACr/N&-"E72JAll- - =AJ(=. #bedrooms Approved design flow .3-3Q gpd The issuance of this permit shall not be construed as a guarantee that the system wil functional designed. Date �{ "� E A Inspector .---- - -ct - _j� - --- --- - --------- ---- ------ - - _- - --- -- - - ---- No. Oct 00 !a Fee . /�. _ . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstPm Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at .'-S A UAwP C A I i a f-% 1P n QS g::E&jZj g I t 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 p Approved by Mar. 26. 2019 4: 38PM No. 3081 P. 1 Town of Barnstable Regulatory Services Richard V, Scali,Interim Director t w► sfieBLB, ;aM Public Health Division " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862.4644 pax: 508-790-6304 Installer& Designer Certification Form Date: 3-26 i 9 Sewage Permit# AO(4—Dp 9 Assessor's Map\Parcel 1"16 8 Designer: �"C E�9c�eerin�� -'vac Installer: C0Pewit� C_A6rPfi.S� Address: 2 8S� Cro_ ay N i y y� Address; 153 Gomm Gaial S40 Eas•E uJare�naw� ` �R az5c38 ►,a���ee, r 11 oZbY9 On Gel ew9k EAktrpt150 was issued a permit to install a (date) (installer) septic system at 1343 (jum 5 gk_V" Pa� based on a design drawn by (address) 7`C 60,5 i41 Be(_%O 9 ,ThG, dated 66, 31 , 2 019 (designer) 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. 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 constructed i iance with the terms of the BA approval letters(if applicable) or gssp CHURCHILL A (Install S' n r CIVIt. .,1 0 (17 signer's S' ature) (Affix De t7SION. p Here) PLE E RET I2N TO BARNSTABLE PUBLIC I MALTII D CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED RY THE BAARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8.14-13.doc Town of Barnstable P# ( S � Department of Regulatory Services I d Public Healih Division Date < r MASS. aa�q. 200 Main Street,Hyannis MA 02601 • rEn t,+Ki� n� Date Scheduled / L Time Fee Pd._ T- Soil Suita�i�ity Assessment for Se e Dzsposal4 M P --((— Perfortncd•B Ir QP I MG►1�P �L. 1_ � •� �� Y� , T �•(-= Witnessed By: LOCATION&.GENERAL INFORMATION Location Address �AWit.S 4 NEELKY F"EC-LU� (�0 3 77���5 ���� A� Owner's Namc 5 .� y 1v C� C��C�� Address l3fo13. DkX4CK P.1U(D( " '::rVt Assessor's Ma /Parcel 1 06� <A9o-- )to6 l�Tt�ttLSflC�g�gG ' P Engineer's Name NEW CONSTRUCTION REPAIR Telephone# OQ—A73-037 IAnd Use 1 esi j'enl la I DCV6 4aSslopes(90_ 3 s 111p Surface Stoncs Distances from: Open Water Body ft Possible Wet-Area ft Drinking Water Well ft Dralhage Way 1 ft Property Line ? ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands-in proximity to holes) &(2 I I Parent material(geologic) GrwQS Depth to Redrook Depth to Oroundwater. Standing Water In Hole: . R ✓ Weeping*om Pit Fnea Estimated Seasonal High Groundwater DET RI NATION FOR SEASONALMIGH WATER TABU Method Used: fVa ®✓1 /�(i Depth Observed standing in obs.hole: /44 Ia. Depth to Soil mottles: Dcdth to weeping from side of obs.hole: / In, Groundwater Adjusttount ft. index Wrll-k Readiug Date: Ini;ax V,ell'16y? LL_ Ai -factor Adj.Groundwater Leval,, PERCOLATION TEST Dote LM J, Time-a Observation Hole# I ^ Tinto at 4" ~ �,- 6 , Depth of Pero lJ = T Ime at 6' �o;aaG„, IStart Pro-soak Time @ , /'� Time(9"•6") 8nd Pro-soak l !Osaa RotaMiu./Inch Site Suitability Assessment. Slto Passed Site Failed: Additional Testing Needcd(Y/N) Original: Public Health Dlvlsion 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:\S 8PT1MERCFORM.D OC DEEP.OBSERVATION HOLE LOG Hole# to Depth from Soil Horizon Soil Texture Shcl Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucturc,Stoned;Boulders. Consistency.%Braval) L)D l V q C 1U (Oarse QA 1 sy 616 - DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon, Soil Texture Soil Color Soil 'Other Surface(In.) (USDA) (Munseli) mottling (Structurc,Stones,Boulders. Consistency, s DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistanov. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders, Ca Flood Insurance Rate Map: Above 500 year Mood boundary No Yes -_ Within 500 year boundary No Yes Within 100 year flood boundary No,4L Yes Depth of Naturally Occurring Pervious Material Does at least four feat of naturally occurring pervious mai tonal exist in all areas observed thrpughout the area proposed for the soil absorption systemI If not,what is the depth of naturally occurring pe lous matarial? Certification l��p I certify that on IO7_ / (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,expe tise a xperience descrlbed in 10 CMR 15.017. Signature Date /o"31-/8 • , Q:WEPTICWERCFORM.DOC TOWN OF BARNSTABLE LOCATION (3cod 'DUfKPS DjVQ— k0 SEWAGE# AC lR-002 VILLAGE ASSESSOR'S MMA_P&PARCEL 10.9 fob INSTALLER'S NAME&PHONE NO.CA$� (Q& GNt f e{i�—2 C17 SEPTIC TANK CAPACITY 1500 GC,C,i)&J oL comma (W-tN � � 1 LEACHING FACILITY:(type))500 GAL CN�MM (size) ���� )C NO.OF BEDROOMS OWNER aAtJGS e)ELKYS FC-Zkea j PERMIT DATE: 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) W Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) A A- Feet FURNISHED BY �6006 T-V.,l.V6S /Pst;0 A-z= 6�.Z OID A-S, 8(S R'S: (oa.3' i o C A-L -- $9.2 B-b= (A.14' 3 o ao //��A-I ` O � 1 0 ,c�nr NO..-•A)Z.j........ FEs.......$...5..00..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T own..... OF........;Pa rnstable .................................................... App irFatiou for R_gpog al Worka Towitrurtivat Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: ............................................ Location-Address or Lot No. Martha_ _H�rles§---••--..... ------------------------------------------------ -1363... R�--�iY� .Fist.x¢... �xitex�ra.�.1.�,.. 9.....02632 Owner Address a A .. .. Cesspool Service .122 .. iallops__ � �,�e,... r aj,�-,-__ A_.-.-02 Q1__. --••.--.-------- •. Installer Address QType of Building Size Lot............................Sq. feet v Dwelling—No. of Bedrooms............ ..............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons..............•-_........... Showers ( ) — Cafeteria ( ) Q' Other fixtures ..------•--•••............•--••- Q w Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity............gallons Length_-_--_-.--_-_-- Width---------------- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No--_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1...........-----minutes per inch Depth of Test Pit.-.-_.__ --_------- Depth to ground water........................ 444 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water................... 9 --------------------------------------------------------------------------------•-------.----.------------------ •----------- •-------------------------.------ ODescription of Soil..........................aa ld--•--•--....------...........---------------------------------------------------------------------------------------•---------------- x w VNature of Repairs or Alterations—Answer when applicable.-.in-:5ta la-U.gxl_._of--- stone __packed-leach..Pit---(overfiow)•......-----•----•--•--------••••--•--•---•...------••---•-------------•---•---••-••-•••-•••••......--•••------..._---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i T T La: p 5 of the State Sanitary Code— The undersigned further agrees no to place the system in operation until a Certificate of Compliance has been issued by the b a o 1ealth. ` Signe . . .� L •...•-•••----.. =�-----•----..- . ...1Q.�_VaQ......... D to Application Approved By..-..� `/ -�- ............ 0,�__��80----_-__- Date Application Disapproved for the following reasons---------------------------------------------------------------------------------------------------------------- -----••-•---••-----------------••----•--••••-•••••---•••-------•••-•••-•------•--•---•-•--•-•-------••••................................................................................................ Date Permit No..............80- Issued.......... Date No..... .$....5...00..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................. .Tow.....................OF........Barnstable...._.. Appliration for Binling alMurky-, Tnnntrurtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: 13.63.2UMP.0.2kxar.Rd.,_...Gentervala,-..02632.... .................................................................................................. Location_Address or Lot No. Kiart ._x -------------------------•--------..------------------------------- -1363-..B.uMpa-.J(1yer.Rd...,--.0ente-.111a....KA.....02632 Owner Address a A & . Cesspool--Seryice................................................ PQ Installer Address d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ____________________________ No. of persons--------------------------- Showers ( ) — Cafeteria ( ) a d Other fixtures --------•------------------------------------------------------------------------------ ---------•-------••-•----------•---•------------------------- W Design Flow............................................gallons per person per day. Total daily flow----........................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area___--_-___..__.-----sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_-___----__-__---___-_.- Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... ODescription of Soil sand---------------------•--------------------•--------------------------------------•--------------------------------------------------. x U W UNature of Repairs or Alterations—Answer when applicable_.installation-_of.-a-1-t 000.•�a11on.....p Qa!_St i stone hacked-leach Fit---(overflow) Agreement: The}-undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the rovisions of TITLE p � 5 of the State Sanitary Code—The undersigned further agrees no to place the system in operation until a Certificate of Compliance has been issued by the b a d o health. / / ' Signe� !f�C f_;txl -/ fe fib! ........6`-80 - A lication.A roved B -__________10 80 PP PP y ;Y f D------­-- .............. Date Application Disapproved for the following reasons-----------------------•------------------------------.......................................................... ---------------------------------•-•----.............--------------------••------•-------------.....-------------------------------------------------•----.....'•---------------•----•-----------_.._. Date .; ' 10 f 6 80 Permit No.............. Issued...:= Date iy. THE COMMONWEALTH OF MASSACHUSETTS '. BOARD OF HEALTH TownBarn. ...............O F............:.: . . . ............................................. ....... ..... .......stable............ LT rtifiratr of Toutpliatnrr THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or Regga�ired (X ) by_ A & B Cesspool Service, 1:28 Bishops Terrace_, Hyannis. MA 02601 - 7'�5:-6 .......+.................. at --•--••-----....--..-•--•---•-•• . . . 1363 Rums River Rd., Centerville, iriA In69lb�32 Martha Harless has been installed in accordance with the provisions of TITLE j Hof The State Sanitary Code a de•cribed in the application for Disposal Works Construction Permit No..........0"...._✓....��'._..._... da.ted_....__--10� b�$0 - o--••---------- --- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS Al" ARANTEE THAT THE SYSTEM wiEL FUNCTION SATISFACTORY � Insor... DATI ... 6/80 �.�ir �tci�,.,�m:�.z..�s -max.§•,,:.:.:ia'., `�.� ".'8'A'^.�:�aY��fita+ '"..a".E4�L`�"r�m.2:.J.,..k.�'''�riS�°?�'�< .... . .",k7�k. - r..,. �r?f" THE COMMONWEALTH OF MASSACHUSETS BOARD OF HEALTH 80- g�73� ......................Town.........OF....... .Barnstable 5.00 No......................... FEE-----...----............ Moposal Morks Tonotrurtion ami# Permission is hereby granted.............A & B Cesspool Service --------•-•-----------------------------------••--•-----.................... to Con strucl ( ) or Repair (x )) an Individual Sewage Dispose� System . at No..._13t;3 Sumps River Rd., Centerville, MA 62632 - Martha Harless Street as shown on the application for Disposal Works Construction P N r..81h.....A... Dated...................10/ 6180 Z-14.- J . -•A''........................ 10/ 6/8o Board of Healtt DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS -. 0 CAT ION SEWAGE PERMIT NO. :PILLAGE INSTALLER'S NAME i ADDRESS I UILDE R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE 15SUED �� t � ✓\ 0. g r�\ d't`� ��"\ � � ��� �,�� J 20'-3$" o-„ 2'6„ 3�„ 3'-6" 2'411 - '-4" NOTE. HEATED FLOOR 2'-0" -- ---I 2'-3 7 " UNDER PORCELAIN TILE; TOTO'ROWAN'UNIVERSAL HEIGHT;TWO PIECE; 5'6-" ELONGATED BOWEL TOILET; . . . . . . . . . . . . PANASONIC'WHISPER A AIR 3/4 B H GREEN LED'#FV-1 1-1 5VKL1 5'-07" H� LER =-___-___-_______ FAN/LIGHT. 8 1_g'-f-1_g NOTE: FOR CURBLESS SHOWER SCHUUTER 3" 'KERDI-LINE'LOW PROFILE -10 4 LINEAR FLOOR DRAIN. DN }��j 1 i-'`�, SCHULTER PREFABRICATED 3' -32" 7-,4 \_1 SLOPED SHOWER TRAY TO DRAIN TO LINEAR DRAIN.. SCHULTER SUBSTRATE UNDER ALL FLOOR TILE FOR THIN-SET 20'-35 S APPLICATION. -' 20'-3-" 8 8 PROVIDE SOLID BLOCKING @ 10'-11 11'-1$' BED ROOM FOR HANDICAP TOILET AND IRAI RADE ILING. 0'-14' HANDICAP RAILING BY BOBRICK - 4 #B580616x36"@ TOILET,BOBRICK r--__ #B68137.99 1-1/2"0 TWO WALL 1 ------- T-o-4" SHOWER GRAB BAR. cb J i w I , 1„ =r; i oe Q T-12„ ``J' �1 3'-12 _i a ��O.3181F ASS r T. -74 -6„ _74„ _ A1 . 2 PROPOSED MOTHER IN-LAW COTTAGE ACHE 2nd FLOOR PLAN NO. REVISION DATE 11.27.18 LEGEND CLIENT: BELKYS&JAMES FEENEY 1363 Bumps River Road 2"x 6"STUD EXTERIOR WALL Centerville MA 02632' SCALE:1/4"=1'-0" 2"x 6"STUD EXTERIOR WALL TITLE: 2nd FLOOR PLAN DATE: NOVEMBER 28,2018 MILLWORK MICHAEL A.JINIERSON A.LA. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net -- 12'-8" L..K T-7$" 0 NOTE. HEATED FLOOR UNDER PORCELAIN TILE; I. TOTO'ROWAN'UNIVERSAL 4 " 3' 1 = :I -9' (73- 2" 3 HEIGHT;TWO PIECE; 8 DW .... 4'-1 RPF ............ 4 ELONGATED BOWEL TOILET; KITCHEN PANASONIC'WHISPER GREEN LED'#FV11-15VKL1 Y4 Iowa 1 I :: FAN/LIGHT. -3 1 11'-O8" NOTE: FOR CURBLESS SHOWER SCHLUTER - 'KERDI-LINE'LOW PROFILE ACKE : 2 LINEAR FLOOR DRAIN. - �2'-0�I�--3-6� 8 3:, ,D If `, \ 7 44 SCHULTER PREFABRICATED 3'-3 15'-10�" SLOPED SHOWER TRAY TO _ 8 DRAIN TO LINEAR DRAIN.. 5„ \ 5 SCHULTER SUBSTRATE UNDER 18-O- . 8 DECK ALL FLOOR TILE FOR THIN-SET APPLICATION. CROWN HERITAGE STAIR SYSTEM: 20'-38' O X 2 12-0 PROVIDE SOLID BLOCKING @ 4"PRIMED BOX NEWEL#4094NS; TOILET AND INSIDE SHOWER WCHERRY CAP#4094CT+#4095CT; LIVING ROOM — FOR HANDICAP RAILING. 36"PRIMED 1-1/4"PRIMED BALUSTERS ^� HANDICAP RAILING BY BOBRICK (3)PER TREAD,HANDRAILS BOTH #B580616x31-@TOILET, WALL K SIDES OF STAIR#6010P WFILLET, #B68137.99 1/2"0 TWO WALL STAINED TO MATCH CHERRY CAP; SHOWER GRAB BAR. POPLAR STAIN GRADE(MATCH 11" 14'-98" CHERRY FINISH)TREADS#8070MR 1 '-14" MENDOTA 3_$ g,g3„ NOTE FOR PORCH,DECK, WMITERED RETURN TREAD, PRIMED RISERS #8978;PRIMED POPLAR #FV33i GAS AND ENTRY STAIRS: SKIRTBOARD;WALL RAIL BRACKETS AS - p FIREPLACE INTERMILLWORK 'NEWEL ����1111 JJttti NECESSARY IN OIL RUBBED BRONZE 13, INSERT. WRAPS"OVER P.T.4 x 4" 41 3_p 4•_ FINISH_ STRUCTURAL MEMBERS; UP(1� 8 11"TREADS c,P 4,_13'. INTER'#RS35 •�'y,, `NFLa ��y ' (14)7-3�4"RISERS _ 4 DARTMOUTH EXTRUDED =o N N i m 2'-3" ( 8 3-1/4 RAIL SYSTEM; 100% ? 9qR 3�8y t7 EXTRUDED PVC `a NST • WALUMINUM CORE; + F HIDDEN STAINLESS STEEL , • .,�, s� `��� 3'-118" .J,' T-9" FASTENERS; 1-1/2" � FUASSAGN�\�\ SQUARE BALUSTERS; t ttJ111 1��� ENTRY PORCH 20'-3$" MATT FINISH;COLOR WHITE. PVC FASCIA Qj BOARD AND STAIR RISERS. 1 ZURI GROOVED DECKING A1 . 1 BOARD OVER P.T. STRUCTURE,COLOR TO BE 3 7 NO. REVISION DATE 2'-74' '-0" 9'-7$" DETERMINED. PROPOSED MOTHER IN-LAVA COTTAGE 'ISt FLOOR PLAN : 0'3 $ CLIENT BELKYS&JAMES FEENEY 1363 Bumps River Road Centerville MA 02632' LEGEND SCALE: 1/4"=1'-0" " TITLE: 1st FLOOR PLAN 2"x 6"STUD EXTERIOR WALL DATE: DECEMBER 3,2018 2"x 6"STUD EXTERIOR WALL Dfil'QAF.i.A.JIA'IERSON A.LA. ARCIDTECTURE&INTERIORS 193 Horseshoe Lane MILLWORK Centerville,MA.02632 508 775-4264 majarch@comcast.net T.O.F. EL.= 4O.4t FINISH GRADE OVER D-BOX = 37.2't FINISH GRADE OVER CHAMBERS - 37.2' - 37.81 PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL N OTES PROVIDE EXTENSION RISER WITH o 3/4" TO 1-1/2" DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2/o MIN. OVER SYSTEM COVER OVER INLET& OUTLET TO STONE TO CROWN OF PIPE I. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE WITHIN 6" OF F.G. (TYP OF 3) F.G. OVER RISER TO WITHIN 6"OF FINISHED GRADE ' TANK EL.= 37.0�t 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL AT FOUNDATION =;39,0 t MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) N OF G OT XT DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. -- -- --- --- 5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 9"MIN. --- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PROP. 4" SCH. 40 36'+AX. I f , PLACE RISERS ON ALL DESIGN ENGINEER. PVC SEWER PIPE 9" MIN. TOP OF SAS = 34.00 CHAMBERS WITH „ 2" DROP MIN. 4" SCH. 40 PVC TO 36 MAX. 33,QQ' SEE NOTE 23 INLET PIPES TO 6" OF 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL BREAKOUT EL= 33.50 SYSTEM UNLESS OTHERWISE NOTED. DISTRIBUTION BOX FINISHED GRADE MIN.SLOPE @1% 6" 3" 3" DROP MAX. 3" 9" 3" 9" 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ MIN.SLOPE @ 1% L=15't - PROVIDE WATERTIGHT o o ELEVATION = 33.50' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 14" 11 14" 4" PVC IN FROM -------,-JOINTS (TYP.) C%% 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 o o = = 0 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. L �1' 33.60 LEACHING FACILITY o o 34 O o 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. ILLF 48" NOTE: 12" 6" oo °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. ALL INLET AND 33.37 MIN. 33.20 2 0 0 0 0 o 0 00 0 0 �o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 33.85 GAS BAFFLE OUTLET TEES SHALL GAS BAFFLE BE PLACED DIRECTLY 6 CRUSHED STONE o 0 0 0 0 0 0 C� o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 1000 GAL. 500 GAL. UNDER A COVER. OVER MECHANICALLY c _�I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE AND DESIGN ENGINEER. 42.T TO FND (48 HRS DETENTION) (24 HRS DETENTION) 6"CRUSHED STONE cj g 5' (-nrp) _ I 4.0' 4.0� 4.83' I 4.0 ' OVER MECHANICALLY OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON N.A.V.D. 88. BENCHMARK ELEVATION OF 38.39' ESTABLISHED ON A COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) MAG NAIL AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 25.00' PROPOSED 1000/500 GALLON TWO COMPARTMENT SEPTIC TANK (H-10) PIPES TO BE LAID LEVEL. 31 .00 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 5 MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6" WIDTH 6-8" DEPTH 51-811 CROSS SECTION VIEW 2 - 500 GALLON H-20 CHAMBERS CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIF) TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. THIS ELEVATION & REPORT PROPOSED SEPTIC TANK DETAIL DIMENSION AS PER H-20 DISI iiIBL 'ION BOX DETAIL H-20CPA A4PER DETAILS TO ENGINEER IF DIFFERENT NOT TO SCALE ACME-SHOREY NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. - 1 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING •a • • • - ` \1• ` �`� u - . �� TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM } •r•• . D,� ` ;. f «i •� • ; '� ; �. }j� , PERC NO. 15871 APPROPRIATE AUTHORITY. • � , ,; • � ,;, f.Z � �� „ ' • 1,' 1 • ; • p INSPECTOR: Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED _ '. •/ .•• • . UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR �� • «f h� Q EVALUATOR: Michael Pimentel, EIT, CSE �� `��. - � � •. � • � TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. • '' ' •• Oct. 27 1999 • C.S.E. APPROVAL DATE: �. . .^�': • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. h . - • • '' •• BM 60 •�� DATE: October 30, 2018 yj A(I' ' �` \�\ TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. + - - •� • ' ELEV TOP = 37.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 1' r: eechil �l 4 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). . - . •�• ; ) - + a __CQ ___ ELEV WATER = < 25.00' -' • It. ; • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ER ROAD \ '- �' . ` i, • ' •• • �: ' PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. BUMPS •• RIVER _ \ (40'NUDE LAYOUT) .� . • // - 16. PROPOSED PROJECT IS LOCATED WITHIN: \ OF PAVEMENT.•-_:. • • -� . DEPTH OF PERC \ EDGE _ r di s�• • l% ASSESSOR'S MAP 188 LOT 68 .r . TEXTURAL CLASS: 1 - - � W� ��..�-._.. an...err . r i « � • r `` '- 36- � ° 36 10„E ' b y ' • �. I OWNER OF RECORD: JAMES & BELKYS FEENEY N84 I LOCUS B . . • � � 137.14' • ' ;� ADDRESS: 1363 BUMPS RIVER ROAD low 10 E / �.. 00 • X e 0" 37.00' 1° 07 �, o �+! CENTERVILLE, MA 02632 CATCH _NS U V_ l� •,rFill a FEMA FLOOD ZONE X BAS I N Z •• �• j• �. • = '} i 12" 36.00' Loamy Sand COMMUNITY PANEL# 25001 CO563J „ 10Yr 3/2 35.67' 17. DEED REFERENCE: DEED BOOK: 3168, PAGE: 261 o W � • • • �� 111 16 tv MAP 188 WATER LINE ' `l�� - - ' • • - • `s! �1 B Loamy Sand 18. PLAN REFERENCE: 1.) NAD 83 26 588 LOT68.F. (APPROX. LOCATION) I � ov,ry �� , • �P,.. ' .' a 0` . • 10Yr 5/6 2.) PLAN BOOK: 311, PAGE 57 3 r • „ 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. �� 42 33.50 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY EXISTING CESSPOOL & LEACHING "' I I / --- ~-- �` . i -� ' "�` :�,.....� s �f��. {+ � l 60" 32.00' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY PIT TO BE PUMPED, FILLED WITH MAP 188 � t ! ©(� FOR USES OF THIS PLAN OTHER THr,N ITS INTENDED PURPOSE. COARSE SAND, AND ABANDONED BIT. DRIVE £ N LOT 67 L� ; 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A o • I Med.-Coarse Sand DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A ` PROPOSED 1,000/500 TOF 40.4'± "- ^� - I C 2.5Y 6/6 00 GALLON TWO COMPARTMENT REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. _ I c� `'36 SEPTIC TANK(H-10) I I I #1363 EXISTING 3-BEDROOM 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 36- 24" EXISTING DWELLING TO BE LOCUS PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. PROPOSED H-20 3-BEDROOM REDUCED TO 2 BEDROOMS j DISTRIBUTION BOX- DWELLING 23. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE Ljj SCALE: 1" = 1000' APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): FFE = 41.5'± 144" 25.00' (1.) A 0.8' WAIVER (3.0 - 3.8') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. _.1 S ) PROPOSED 2-500 24" No Mottling, Standing or Weeping Observed p --- 3 GALLON H-20 d 00 �°'! BH _ Q3 LEACHING CHAMBERS TP1 37 TP2 DECK DESIGN DATA TEST PIT DATA LEGEND ca o a WITH AGGREGATE N WALK 37 x0, I � SWING-TIES SCALE: 1"=20' NUMBER OF BEDROOMS (EXISTING) *3 PERC NO. 15671 50x0' EXISTING SPOT GRADE EX. O O Benchmark DESCRIPTION HC-1 HC-2 INSPECTOR: Donald Desmarais - - 50 - - EXISTING CONTOUR NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pimentel, EIT, CSE HE P Mag Nail SEPTIC COVER IN (1) 44.5' 53.4' DESIGN FLOW 110 GAL/DAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 27, 1999 , PROPOSED CONTOUR Elev. = 38.39' i 38` �_ / / /; NAVD 88 SEPTIC COVER OUT (2) 51.5' 60.0' TOTAL DESIGN FLOW 330 GAL/DAY DATE: October 30, 2018 50 PROPOSED SPOT GRADE �� PROPOSED / CORNER OF STONE 3 50.T 62.6' DESIGN FLOW x 200% = TEST PIT#: 2 ( ) 660 GAL/DAY [�rtJ EXISTING UNDERGROUND GAS C15 PROPOSED 4" PVC VENT INSPECTION PORT / USE PROPOSED 1000/500 GAL. TWO COMPARTMENT H-10 SEPTIC TANK ELEV TOP = 37 00' �o co I CORNER OF STONE (4) 54.4' 71.2' ❑/H/W - EXISTING OVER HEAD WIRES ELEV WATER = < 25.00 Z --39 EXISTING CORNER OF STONE (5) 78.0' 90.4' -EXISTING GARAGE TO BE RECONSTRUCTED WITH 1-BEDROOM LOFT. W W__ EXISTING WATER LINE TREELINE GARAGE O EXISTING 3-BEDROOM DWELLING TO BE REDUCED TO 2 BEDROOMS PERC RATE - try CORNER OF STONE (6) 75.4' 83.8' RESULTING IN A TOTAL OF 3 BEDROOMS COMBINED. � � -40 o h - DEPTH OF PERC TEST PIT LOCATION = 40 SEPTIC TANK SIZING TEXTURAL CLASS: 1 O O O PROPOSED 1000/500 GALLON SEPTIC TANK(H-10) USE PROPOSED 1000/500 GAL. 2-COMPARTMENT H-10 SEPTIC TANK N820 45' 17l MAP 188 HC-2 - /. COMPARTMENT 1: PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE MAP 188 154.90, LOT 66 DESIGN FLOW x 200% = 330 x 2 =660 GAUDAY (REQUIRED) 0" 37.00' LOT 155 #1363 DESIGN CAPACITY = 1,000 GAL/DAY (PROVIDED) Fill PROPOSED H-20 DISTRIBUTION BOX EXISTING GARAGE TO BE EXISTING COMPARTMENT 2: 12" 36.00' O PROPOSED 500 GALLON H-20 LEACHING CHAMBER RECONSTRUCTED WITH 1-BEDROOM LOFT 3-BEDROOM Loam Sand (SEE PLAN ENTITLED"PROPOSED SITE DWELLING DESIGN FLOW x 100% = 330 x 1 = 330 GAL/DAY (REQUIRED) A y PLAN" BY CAPE & ISLAND ENGINEERING DESIGN CAPACITY = 500 GAUDAY (PROVIDED) 161, 10Yr 3/2 35.67' DATED AUGUST 8, 2018) HC-1 _ -- Loam Sand (1) / B y (2) 42T INSTALL 2 - 500 GAL. H-20 CHAMBERS w/ AGGREGATE 1oYr 5/6 REV. DATE BY I APP'D. DESCRIPTION (6) _ (3) SIDEWALL CAPACITY 42" 33.50' PROPOSED SEPTIC SYSTEM UPGRADE NOTES: (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PREPARED FOR: ry HE (25.0' + 12.83') ( 2 ) ( 2' ) ( 0.74 GPD/S.F.) = 112.0 GAL/DAY 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF ' O O(5) °° CAPEWIDE ENTERPRISES EACH SEPTIC SYSTEM COMPONENT. . _Jj BOTTOM CAPACITY Med.-Coarse Sand 25.0' (4) (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY C 2.5Y 6/6 LOCATED AT 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT 1363 BUMPS RIVER ROAD DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF TOTALS: HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. CENTERVILLE, MA 02632 io TOTAL NUMBER OF CHAMBERS 2 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. EXISTING s� TOTAL LEACHING AREA 472.2 SQ.FT. SCALE: 1 INCH = 20 FT. DATE: OCTOBER 31, 2018 GARAGE o 144 25.00' of 0 10 20 40 80 FEET h TOTAL LEACHING CAPACITY 349.4 GAL./DAY H 'ass• 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY o �� No Mottling, Standing or Weeping Observed �y FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS --- - - JOHN L. ���, PREPARED BY: IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL �`y� RESERVED FOR BOARD OF HEALTH USE CHURCVILL JR. JC ENGINEERING, INC. NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. NO. 41807 2854 CRANBERRY HIGHWAY ' 5.) CONTRACTOR TO PROVIDE SEPTIC PIPE FROM THE GARAGE TO THE 154.g0�N82°45' 1 7/w rc' EAST WAREHAM, MA 02538 SEPTIC TANK AT 1% MINIMUM PITCH. SITE PLAN 508.273.0377 SCALE: 1" =20' _ Drawn By: JTC Designed By:SJI Checked By: MCP JOB No.4416