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HomeMy WebLinkAbout1771 SANTUIT-NEWTOWN ROAD - Health n 1{771-Santuitf NewtoW.ni, oad YNi �'# ,f:�'F'4't'kS.t j,Y, �*3'�a�,+•,� �«f y+FTa r ` y�x . cv' *'t}��'�'-����r t.. f" � �.rr� ��'€;!'$�yL Ors ii y •r s f E i i t TOWN OF BARNSTABLE LOCATION l7 7/ SEWAGE# VILLAGE / ASSESSOR'S MAP&PARCEL 023'0/7 INSTALLER'S NAME&PHONE NO.,f`dS-15�2U-r/73S ✓01 cp`i Z;e�3.aeyo S SEPTIC TANK CAPACITY J(> /� / LEACHING FACILITY.(type) -L�=lq�4 ,'l_jl4lptlJ/-'y�°(size) NO.OF BEDROOMS ,f OWNER </e w-u 1-31YR 6eR PERMIT DATE: /D 2 COMPLIANCE DATE: /d- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)) Feet FURNISHED BY /�/ (fovSh It , 19- o n ;. _ Ilkb-2 33,y„ p s,�� 19-3.;;YZZ., e �� L?_y-3S. Hovsr= -#2 =r Z Z� TOWN OF BARNSTABLE `.00ATIONZ Z 7 VILLAGE fv't ASSESSOR'S MAP & LOT INSTALLER'S NAME f PHONE NO.a?'6&P�4g:� o / SEPTIC TANK CAPACITY - f`h LEACHING FACILITY:(type) t-, 00 ((size) —j NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER JDt> BUILDER OR OWNER DATE PERMIT ISSUED: ! S ;DATE COZIPLIANCE ISSUED: c VARIANCE GRANTED: Yes No -- 1 111441 S S I � y No. Fee THF,COMMONWEALTH OF MASSACHUSETTS Entered in computer:_ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatlon for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair(vr•Upgrade(1- —Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./9 7/Tt;O f .dwW Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 023—,017 Ci^oekt=lr /✓/s'G� t�� CO�/' Installer's Name,A dress,and Tel.No-51013—1/2d—9'73$ Designer's Name Address,and Tel. Type of Building: 44 Dwelling No.of Bedrooms,�9&e_[e_6V0f Vrll AA Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 650 gpd Design flow provided f G gpd Plan Date Number of sheets . Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)jy13; tO/Z ge 7 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 Health. Signe u/l2 Date Application Approved by Date A �.�/ Application Disapproved by Date for the following reasons Permit No. �rj J q Date Issued --------------------------------------------------------------------------------------------------------------------------------------- TIE Q MONWEALTH:OF MASSACHUSETTS Entered in computer: Y--l.r— es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS applicat1011 for [8t108aY,0p$tem One-trUction Permit 4 Application for a Permit to Construct( ') Repair(%f Upgrade(-I Abandon( ) El Complete System ❑Individual Components I A Location Address or Lot No. 1 �� ���/T "�J/�`�� `-'" Owner's Name,Address,and Tel,No. Assessor'sMap/Parcel 6i.;�3 `O/7 /zJ Iqstaller's Name,Address,and Tel.No.-07 `/�v-17-3 E Designer's Name, ddress,and'Tel.No. ` JCS Gh V-e (S`r Us Sr i rv� Type of Building: Dwelling No.of Bedrooms 5 3i: G�u%H"'�/'SiG L-ot Size sq.ft. Garbage Grinder( ) Other ,,.Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1550 gpd Design flow provided `��(� gpd Plan Date ,. Number of sheets Revision Date Title � . Size of Septic Tank Type of S.A.S. f Description of Soil r Nature of Repairs or Alterations(Answer when applicable)h3 r«ii /4'(f I Date last inspected: Agreement: t 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 Health. Sipe �. , , 6ii.2C�o Date Application Approved by Date_ Application Disapproved by Date for the following reasons Ir i Permit No. t1 """"' �l Date Issued - - --------------------- ------------ -- - - - _Sp S ��J 4 } , THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site.Sewage Disposal system Constructed( ) Repaired(G+ Upgraded(�) Abandoned( ),,by ,�U����h I)-e- at /7 has been constructed i ance - with the provisions of Title 5�a�nd the for Disposal System Construction Permit NO.— — dated Installer J�S �lf U-! cam'G`�G`d U� Designer #bedrooms Approved design flow gpd The issuance f this germit shall not be c�onlrued as a guarantee that the system will ift�nctibn as designe . Date U I i "� t V Inspector /5�0 t Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mispo8al Opstem Construction Permit Permission is hereby granted to Construct( ) Repair Upgrade( Abandon( ) System located at %7 7,1 411 �,a 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 om 1 ted within three ears of the date of this' ermit. ; `l P Y P Date �a�� 5 Approved by g Town of Barnstable `NME'°f+,,o Regulatory.Services Richard V. Scali, Interim Director BAMSTABL& 9� MASS. $ Public Health Division '°ren new+° Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel Vd 3 `0/7 Designer: M� ��,� `'Y� ( Installer: Address: I �� C( � I Address: On was issued a permit to install a (date) (installer) septic system at I T 7 1 5-NTi! l r NCW_/ l)W✓ X0 .based on a design drawn by (address) ' dated A 2✓(15" (desi� � t�( I certify that e septic system referbnced 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 construct e e with the to s of the IAA approval letters (if applicable) RR ( stall is Signature) ` 1140 )(A V '--- (Designer's Signature) (Affix Designer Tffafirtp Here) PLEASE RETURN TO BARNS ABLE 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 tr V ��w� 60 ' 'own'of Bib nstable. Po Department of Regulatory Services BieB[F. Date ]Publie Health Division i6� tee$ .200 Main Street,Hyannis MA 02601 - ,• Date Scheduled Time f`" tee Pd... ,foil Streit hility Assessment for Sewage Disposal Performed r�1C-r� Witnessed By: LOCATION &GENERA,,L�INY'ORMA BOON Location Address,. `� S PrIq^i)IT /y��W�j�,,yl -i �I- Owner's Name '�^ tot CS �✓s, .r,� Co r-U b r" P "''C' Address Assessor's Map/P4rcel:' �3/ O �; R ( Engineer's Nailne �� �1 , SAS NEW CONSIRUC� jO'NN REPAIRr Tel # So ��' 3; I Land Use ?( !/�1�.� �'�1 [/ Slopes(�o) 0 _S `/- Surface Stones . Distances from: Open Water Body 'Zoo ft Possible Wee Area �.Z0a ft Drinking Water Well> l S� ft brainage Way > ft Property Line �U ft Other ft SKETCH:(Street name,dimcnsioriS of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) I s �i/U� I L rt.� �j De It,t4 Bedrock ` Parent material(gegldgie)< �� I p . Depth to Groundwater. Standing Water in Hole:' /+4 I Weeping from Pit Face �✓ Estimated SeasonalVigh Groundwater DI RMIN TION FOR SEASONAL xfGH WATER T"LF- Method Used: Depth C1bperved standings obs.hole: ___in. Depth to spll tttottlts. tt. Depth toiweeping from side .of obs.hole: ! In. Groundwater Adjustment i ! Adj.Actor, _ Adj,flroundwaterLevel,,,a Index Well#� Reading Date: Index Well level PERCOLATION TEST Date.�,.....e, '1'lmL' Observation - -I I Time at Time at 6" Depth of Pere S `► r' (U 0 Time(9"41 Start Pre-soak Time-C End Pre-soak /0 Rate MinJInch v Site Failed:�— Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed X Original:.Public 1441th Division Observation Hole Data To Be Completed on Back-- ***If percolaiyibn testis to be conducted within 100' of wetland,,-you must first notify the Barnstable C40servation Division at least one (I) wedk prior to beginning. i/s BEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent 3'a Gravel)- AL 33`'- /32" DEEP OBSERVATION HOLE LOG Hole# ?� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface from (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) loam l o /L 31i�- /✓ 1,r Q'0t, QriW l �O 3�' /O''- R fr DEEP OBSERVATION HOLE LOG liole# 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 Ul Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ra I Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No v Yes Within 100 year flood boundary No/ Yes 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? —V:!f S— If not,what is the depth of naturally occurring p rvd ious material? Certification I certify that on q9 (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 require ning,expertise and experience described in a.10 CUR 15.017. Signature / Date9 T Q:ISEPTIC\PERCFORM.DOC v�p m i;�tsia� ,�``r a `��F � ..� � k", ":"•' ��� ', Pia APPLICATION PREREQUISITE TEXT No septic inspection report on file as required by law for a property transfer (transfer already occured.) Purchaser\building permit applicant didn't want one as he was going to put in a new septic system. Deadline is to bring in new septic plan\permit per TM AFFIDAVIT I,Alfred E.Martin, a/k/a Buddy Martin,of 124 Grove Street, Cotuit,Massachusetts, after being duly sworn,do depose and say as follows: ' 1. I was born in 1933 and was raised across the street from the property known as 1771 Newton Road,Cotuit,Massachusetts. I've been familiar with that property and its occupants for pretty mu&my entire life. Alvin and Margaret Souza purchased that property in 1938 when I was four or five years old. Early on,there was a single family home in the front of the property where Alvin and Margaret lived. There was also a workshop in the rear of the property that was converted to a single family home in 1954. 2. Alvin and Margaret Souza lived in the front home until their respective deaths in 1986 and 1997,at which time,their grandson,Alvin Murphy,moved into the front home. Alvin resided in the front home until his father,Jerry Murphy, Sr., died in 2008. In 2008, Alvin's brother,Jerry Murphy,Jr.,moved into the front home,where he lived until his_ death in 2.014. 3. I was close friends with Donald Souza;nephew of the said Alvin and Margaret Souza, from our early childhood. Donald and his wife,Judy,moved into the rear home in'1954 or 1955,living there until Eva Murphy,daughter of Alvin and Margaret Souza, and her husband, Jerry Murphy, Sr.,replaced them in 1957. 4. Jerry Murphy, Sr.,and Eva Murphy raised their four children(two boys and two girls)in the three bedroom rear home and lived there continuously from 1957 until their respective deaths in 2008 and 2009. After Jerry Murphy, Sr., died,his son,Alvin Murphy,moved from the front home to the rear home with his mother,where he has lived to this date. SUBSCRIBED AND SWORNTO under the pains and penalties of perjury this _day of April,2015.. Alfred . Martin COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this day of April, 2015,before me,the undersigned notary public,personally appeared Alfred Martin,proved to me through satisfactory evidence of identification,which was ,�,,,,,� D ) to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. Notary.Fubli My Commission Expires: d -- j I 2 � a f v _ �� GA1,1 � No.... �`f...........cSS1 d:_............. THE COMMONWEALTH OF MASSACHUSETTS BOAR Off' HEALT . ..................OF........ ... ,. Appliration for Diipniial Works Tonstrnrtiun ramit Application is he a Permit to Construct ( ) or Repair ( <n Individual Sewage Disposal System at: Z �R•take ��qkf- P ..,1. %'.............. ....................� 1U - .e a r ...:..�'c ..... .7 t. 7 ....:....---•................ / Locati ddress or Lot No. .._._ .C /.. ......•...G?r(1.`#JX -------------•---•------•-................... caner Address .._. �.....-,�.. �t�ll.._S.......................... - - �°d''C ��P... •--- 3 Installer Address Type of Building Size Lot.:..........................Sq. feet Dwelling.—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons.............:.............. Showers —T Cafeteria a' 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..................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ M ............................-•••-••....-•-•....--•--•••..............•••-----................_------------ •...... "---------------------------------- --------- 0 Description of Soil................................................................................................................................................................... x :..V W x -•-•••-----•----------------------•••-----------•-•------•----------....•--......-----------•-••••-•----•••-- U �at. e f Repairs or Alter ins—A wer wh jen a livable..�y�P' _-________L� p..____. ..��_... .�.�.. � .. � _.._ ,- � a te, -_........ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITi LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ee i su y the 9 of healt e Sign � �� -r Application Approved BY---- _.. .................................................. 1 ZA e ---• ------ Application Disapproved for the following reasons:....................-------•---------------------------------------------•------------------------••--•---••- ---•••-•---•--------...-•••••---•....--•...•-•-•••--••••----•----••••--••...--•---------••...•--•--......--•--•-•--------••••-•--•-----••••---•--•-•----------•-••••••-----•-------•••......-•••------- PermitNo--- ----------- - ----------------------------- Issued...........................................Date--------•--- Date �1 No.._ .......1 ....... FEs-.......................... THE COMMONWEALTH OF MASSACHUSETTS . - BOARE?•,OF HEALJ�H _.._.dr7.. .. .. OF............ C Appfiratia$n for Uhipalaal Works Tnnitrnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at• / •• ._ ...... .y............................................ ........w. ... ... ............. ......................................... Location-Address or Lot No. /��J/ y �/✓t�1 l `a r y9 f (S� t fI/ f ( _ .. /- ---•--•--------------••----.. ... d' _v�C•( ,•Addres .� �_---7 0 /0-'„r r .................... ............................. .. .. ............. ... --.... ..........•......,•..... Installer Address Type of Building Size Lot----_-•-----•--•-____._----Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) A4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther 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. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ r%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ix •-.......................................................................................................................................................... 0 Description of Soil....................................................................................................-----------------------------------------------------•--------•---• x Uw -- --•- - Nature Repairs or Alte t ns—Answer h'n applicable._,:':;/ _ __. ����' _._ �_ -''�. .. ..... ........... Agreement: ( i The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has �b"e$enfissud'd"by tl e bo xd of health. I C Signed- '1:� � !......Lf Cr ._ f J ... _ Date Application Approved BY �(('���. :;f, c. -f �nViz....-------- /� ("•+" � ,,'..5 `� to Application Disapproved for the following reasons:............................................................................ .... .. ................ ---------------------•--------------------•---•---••----------------•----------------.....-•--------......-•---------------------------------------------- ------------............................... Date PermitNog.---='---��-�........--•------•----------------- Issued.---------•-------------------------•.....-•------------ Date THE COMMONWEALTH OF MASSACHUSETTS BOAR _) OF HEALIT 7 f.L. j....................OF... ��/....: ' ........................................................... Trrtifiratr of Toutpliam Tf}S,/IS . 0 CERTIFY,,,That e ;,ndividual Sewage Disposal System constructed ( ) or Repaired by.....-' ....'t' ` ...............•-•-----•------...........-----•---••-----••................... ..------------------------•--......---------......----------•--------•--- �f Z (� ,Installer at ................................•-•---•--•-••••-••-•-••...f....:: •. has been installed in accordance with the provisio s of i'?e aid 5-of The State Sanitary , �t-ie5a��tPcribed in the !! � - application for Disposal Works Construction Permit No.�'.....__.��............�SUED .... date ...._.........._............._. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO AS A UARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......L9.._..z.G:. .� _ - Inspector ---------••••..:'----r----•--------------------•---........-•----•---••-•-- THE COMMONWEALTH OF MASSACHUSETTS BOAR OF HEALTH 1� ............OF Ga .3 No... ........:......... FEE:.- ......... Dis aYsalAV rrki TaIni#ra ion ami# Permission is hereby granted.. `? ....';: _:..�_ �j'__'`'__________________ .: -----------------•------------------................_.... to Construct ( ) or Repair (ls)an Individual Sewage Disposal System. at No. ° .� r"'1�`dc /ter, Is ,.�.�,! `"J 67 x' I �Lj_!+C :•-s:: ,.s;-i ... _- �,tY�'., ��"° ��•Jt/............... as shown on the application for Disposal Works Construction Permit No------------_-----_ Dated.......................................... ........................................................................................................ Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS k`" 7'-8" 10'-1" 4 6'-3" �` f mod'. ! 4 " .Y O F'+.i♦4 ; # r f _ 1. ANDERSEN TW28310 J, t ,r" N IVELUX . VSM04 REMOD. Y I SKYLIGHT d LaovE_ BEDROOM CLIPPED O N 2'6"DOO A LOS. t, A4 N - - - - �� I x I A c__y ANDERSEN N TW24310 " 2'4"DOOR O co 0 2'-8" B I H N DN w � = II © o cl) II N LOS, CLIPPED OO 2'6"DOO REMOD. N wE- BEDROOM o I VSM04 I SKYLIGHT LABOVE_ ANDERSEN 1'-6-' TW28310 1,_6" 12'-0" 12'-0" .�° f j - I • I 21'-0" I EXISTING HOUSE FLOOR JOISTSSE�OND FLOOR PLAN _ DETAIL DECK r . COTUIT BAY DESIGN LLC NEW ADDITION/REMOD 4 kffWSfffR ROAD MASHPEE ,MA. 02649 PH. (508 274-1166 BARGER RESIDENCEFAX 508 539- ( ) 9402 1771 SANTUIT NEWTOWN' R O e t• T-8" 10'-1" 6'-3" s NEW EXIST. o DECK MUDROOM 4'-5" T-3" ANDERSEN . 6068 SLIDING DOOR • i i — — SINK III P 0 co REMOD. REMOD. KITCHEN O DINING co RANGE o I J I (VERIFY KITCHEN 1-1 LAYOUT W/OWNER) z I I I NEW 4 x 6 POST UNDER 10'-8" I EACH END OF BEAM II O REFk46 O 4 W4 UU I --y UP 4 REMOD. � BATH DN CLOS. 0 © EXIST. EXIST. LIVING V BEDROOM (fi r EXIST. COVERED PORCH 21'-0" _ FIRST FLOOR PLAN LEGEND: 0 EXISTING WALLS - CONSTRUCTION TO BE REMOVED } EM NEW CONSTRUCTION COTUIT BAY DESIGN LLC NEWADDITIONIREM 43 BREWSTER ROAD MASHPEE ,MA. 02649 BARGER RESIDENCE PH. (508) 274-1166 COTUIT -= LEGEND o� PROPOSED CONTOURgo 2 F PROPOSED SPOT GRADE TE 28 :- �! 98 —— EXISTING CONTOUR ti + 96.52 EXISTING SPOT. GRADE 1o771JS —'� SANTUIT— W= EXISTING WATER SERVICE NEWTOWN RD. s TEST PIT MAP 23 102 PCL. 18. 103 104 102 103 F LOCUS MAP 101 E 82• ,, T 2 LOCUS INFORMATION N 82'39'50. - r - 1•• --GRAIL DRIVEWAY _ - TITLE REF: BK 26924`PG 121 BENCHMARK 103 `-_•_.- -- nr� -- Q PARCEL ID: MAP 023 PAR. 017 CORNER BRICK /'•\ __ - Paovasw HyI STOOP EL.=101.2' - Q xl CONCRETE DRIVE = I - SEPTIC SYSTEM CONCRETE COVER x �sn ;` ;' ,00 REPAIR PLAN ExExlsnN @ Z LOCATED AT: ---� sn r - ,_--- 2BR BLO BR BLDG c i TOF=103.0. #1771 r p 1771 SANTUIT-NEWTOWN RD. ' BENCHMARK BLDG "@" - TOF=104.8 ' TAG BOLT #12 i 0 BL G "A" l ; ' ELEV=101.2 -- EP50 ANK (ASSUMED) C O TU I T, M A --_ TANK W . PREPARED FOR "B"� CESSPOOL 99 z ---- -- I BARGER- - • ; oNa \oE+XIST. p A2 z (NOTE 10)AREA 1 5000 I f- SEPTEMBER 23, 2015 SEP. TANK33,397t S.F. :TANK A" o (0.77t AC.) a OF Mgs p C ------ TP-.^ - N Q �' r. y o / _� ------ W DAMRYNM \ v' -42.00• a j\ MAP 23 PCL. 19 ------ pN - DE FEN CE t�� , STOCKA 99 98 ---- --------99 212.64 �.-- • . s 82•37'42" W UTILITY POLE o f MEYER &C SONS I N C. 99 t (TYPICAL) f-101 ,Do P.O. Box 981 E. SANDWICH ; MA 02537 PH: (508) 360-3311 MAP 23 FAX: (774) - 413-9468 PCL. 65-1 meyerand.sonstitle5@gmail.com www.meyerandsons.com MAP 23 PCL. 65-2 u SCALE: 1"=30' SHEET 1 OF 2 J#1747 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE ,( OSED FINISH GENERAL NOTES: SEPTIC TANK GRADE SHALL NOT BE < EL q ? FOR A DISTANCE BLDG "A" PROPOSED,D-BOX 15' AROUND THE PERIMETER t? i HE S.A.S. INSTALL RISERS & COVERS OVER INLET & i 1• ALL CHANGES H To THIS PLAN MUST BE APPROVED BY THE LOCAL T.O.F. EL.=104.8t OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL RISER & COVER INSTALL A RISER dVER ONE CHAMBER (MIIN INSTALL LOCKING COVERS IF AT FINISH GRADE ) 2. All WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SET TO 6' OF GRADE AND SET TO 3" OF F.G. I OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE F.G. EL.=103.2f F.G. EL.=102.40t F.G. EL: 101.20t LOCAL RULES AND REGULATIONS. f PRIOR iF.G. EL: 101.0(MAX.) 3 TOEINSPECTONSAGEI SPOSAL AND APPROVAL BY THE BOARD OFSYSTEM SHALL NOT BECKFILLED HEALTH AND THE w DESIGN ENGINEER. 9" MIN COVER/ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 36" MAX COVER L = 40' L = 10'(MAX) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) ENGINEER BEFORE CONSTRUCTION CONTINUES. 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC ' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. IWOMM9 1°"I DOUBLE WASHED STONE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 6 THE CONTRACTOR OR OWNER TO NOTIFY THE'LOCAL-BOARD OF N INV.=99.50 14" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 48'uoUID INV.=99.25 ®®®® O ®®®® SEWER OUTLET LEVEL r PROPOSED ®®®®®®®®®®® 7. DWELLING IS SERVICED BY MUNICIPAL WATER. fj� EL. 1 OUTLET GAS BAFFLE) PROPOSE BOX - ®®®®®®®®®®® NEW WATER SERVICE TO BE INSTALLED TO REAR DWELLING, AS SHOWN. INV.=98.40 INV.-98.20 ®®®®®®®®® 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED _ r TO A CONDITION AGREED UPON EL. 102.2 DB-5 BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PROP. 1.500 GALLON SEPTIC TANK-BLDG "A" 4 4 X 8.5 4 LOCATION OF ALL_UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. BLDG "B" 10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. T.O.F. EL.=103.Ot EFFECTIVE LENGTH 42:0' _ 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION INV. ELEV.= 98.0 12. THIS PLAN iS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY . F.G. EL.=102.5f w AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY F.G. EL.=102.40t BREAKOUT 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING ELEV.= 99.0 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. TOP CONC. ELEV.= 99.0 ) 9" MIN COVER/ 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW ® S=1% (MIN.) 36" MAX COVER INV. ELEV.= 98.0 ®® FOR THE USE OF A GARBAGE GRINDER. 4"SCH40 PVC ease®®® 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING aaaaaaa OUT TO D-BOX BOTTOM EL.= 96.0 ®®®®®®® 70" (DETAILS SHOWN ABOVE) 4' 5 FT. 4' ." . INV.=99.25 1a 1, - 48"uouro SEPARATION 6.10 FT. EFFECTIVE WIDTH = 13' SEWER OUTLET LEVEL INV.=99.0 ® EL. 100.0 GAS BAFFLE) BOTTOM OF TESTHOLE EL: 89:90 SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON H2O LEACH CHAMBER) i , PROP. 1.500 GALLON SEPTIC TANK - BLDG "B" SEPTIC SYSTEM PROFILE N.T.S. DESIGN CRITERIA SOIL LOGS P#:14757 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION NUMBER OF BEDROOMS: EXISTING 5 BR DESIGN FLOW (FRONT 38R DWELLING/REAR 2 BR DWELLING) 2) TANK AND D-BOX SHALL BE SET LEVEL AND SOIL TEXTURAL CLASS CLASS I (0.74 GPD/SF) DATE: JULY 20, 2015 TRUE TO GRADE ON A MECHANICALLY COMPACTED SOIL EVALUATOR: DARREN M. MEYER; IRS, CSE SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN r DESIGN PERCOLATION RATE: <2 MIN/IN _ WITNESS: DON DESMARAIS, BARNSTABLE HEALTH 310 CMR 15.221(2) DAILY FLOW: 110 G.P.D. X 5 BR DESIGN FLOW: 550 G.P.D. tr " ' 3) 'INSTALL INLET & OUTLET`TEES w/ TP- 1 Depth GAS BAFFLE AS REQUIRED GARBAGE GRINDER: NO (not designed for garbage grinder) Elev. Elev. TP-2 Depth OF 'yqS �, S SEPTIC TANK: 550 gpd x 200% = 1,100 gpd USE 2-1,500 GALLON SEPTIC TANKS 100.90 A LOAMY SAND 0" 100.90 0"A LOAMY SAND �i I � G USE 1,500 GALLON SEPTIC TANK FOR EACH BUILDING/MEETS 2-COMP REQUIREMENT 100.15 10YR 3/2 9„ tOYR 3/2 100.07 10" D jR ,EN M fi LEACHING AREA REQUIRED: (550)/0.74 = 743.24 S.F. B LOAMY SAND B LOAMY SAND M 10YR 6/8 10YR 6/8 140 98.23 C 1 33" 98.07 C 1 34" USE FOUR (4) 500 GALLON H2O PRECAST LEACH CHAMBERS _ AEGISTE N R W/ 4 STONE ON ALL SIDES: 42 L x 13 W x 2 D MEDIUM MEDIUMSAND I TA BOTTOM AREA: 42 x 13 = 546 SF PERC TEST 2.5Y 6/4 ' 2•s5Y6/4 j ® 96.8 SIDE AREA: (42 + 13) X 2 X 2 = 220 SF " PROPOSED SEPTIC SYSTEM UPGRADE PLAN TOTAL SQUARE FEET PROVIDED = 766 vs. 743.24 REQ'D 89.90 132" DESIGN FLOW PROVIDED: 0.74(766 S.F.) = 566 G.P.D. vs. 550 G.P.D. req'd I 89.90 132" 1771 SANTUIT-NEWTOWN ROAD, COTUIT, MA PERC RATE Z2 MIN/IN. ('Cl* HORIZON) Prepared for: Barger NO GROUNDWATER OBSERVED P t System Design and Site Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 09/23/15 • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MAOEP pursuant to 310 CMR 15.017 PO BOX 981 to conduct soil evaluations and that the above analysis,Ihos been performed by me consistent with the EASTSANDWfCH,MA02537 REV DATE CHECKED SHEET.NO. requirements of 310 CMR 15.017. 1 further certify thatlI have passed the Soil Evol.'Ezam in October, 1999. 508-362-2922 DMM 2 Of 2 NOTES: 7-8" 10'-1" 6'-3' 70, 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 10 & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 4.)- VERIFY ALL WINDOW/DOOR DETAILS W/ OWNER NEW EXIST. o DECK MUDROOM 5.) 110 MPH EXPOSURE B WIND ZONE 4'-5" 3'-3" 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ANDERSEN OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 6068 SLIDING DOOR 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD — 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL � III — - — J SINK I SIMPSON COMPONENTS w i i I 9.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/OWNERS ON THE SITE 01 I ( DURING FRAMING CONSTRUCTION Q REMOD. REMOD. " I KITCHEN DINING co RANGE TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE RANGE ; I IECC2012 RESIDENTIAL" ENERGY EFFICIENCY DETAILS (VERIFY KITCHEN — LAYOUT W/OWNER) CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) N SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL FENESTRATION P L ; Z IJ I NEW 4'X 6 POST UNDER U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 10'-8" I EACH END OF BEAM 0.32 0.60 49 20 30 15/19 110(2 FT.DEEP) 10/13 S O NOTES: A REF _ Q 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 4 OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 0 v-—_� Up 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ' REMOD. o ID$ATHcn Q SMOKE DETECTOR CARBON MONOXIDE DETECTOR CLOS. HEAT DETECTOR , NAILING SCHEDULE 4 EXIST. 110 MPH EXPOSURE B WIND ZONE XL T.E S LIVING JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING BEDROOM ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"D.C. HEADER TO HEADER(FACE NAILED) 16d 16d 16"D.C.ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d CH LEDGER STRIP TO BEAM A OR GIRDER ACE NAILED) 3-16d 4-16d EACH JO STK 10 EXIST. JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST COVERED C IZ BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT PORCH ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD)` RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"D.C. 8d 10d 4 EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS Sd 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD 21'-0" CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE/10"FIELD FIRST FLOOR PLAN WALL.SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) LE^ STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD GEND: 1/2"&25/32"FIBERBOARD PANELS 8d 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS __ 7"EDGE/10"FIELD 0 EXISTING WALLS FLOOR SHEATHING: CONSTRUCTION TO BE REMOVED wood srRucruRAL PANELS(PLYWOOD) NEW CONSTRUCTION 1 OR LESS THICKNESS 8d 10d 6 EDGE/12 FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6 FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE , " DRAWING NO. DESIGN, ADDITION/REMODELING FOR: THESE WN THEB U OF COTuir BAY �c NEW RO DING CONTRACTOR 1 1, 'T� BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION BARGERRESIDENCE COMMENCES WITHOUT NOTIFYINGTHE DESIGNER OF ANY ERRORS OR OMISSIONS.MASHPEE MA. 02649 THESE DRAWINGS ARE SOLELY FOR THE USE DATE " P H. �50 Q 274-11 66 THESE THE OWNER NOTED.ANY OTHER USE N FAX (J�OQQ/ L� �`F�-��VOV� THESE DRAWINGS REQUIRES THE WRITTEN9,^/^015` ) 1771 SANTUIT NEWTOWN ROAD COTUIT' MA ARCHITECT OF CT THE DESIRIGHTP PROTECTION 1 L ARCHITECTURAL COPYRIGHT PROTECTION T ----, T .----- — --—- P.T.4 x 6 POST ON 10"DIA, { CONCRETE SONOTUBE W/ 11 N 1 24"DIA.BIGFOOT FOOTING 1 ,� 7-8 10-1 6-3 UNDERNEATH TO 4'0"BELOW 7-8 10=1 6-3" I GRADE.USE SIMPSON ABU46 POST BAS&LCE4 POST CAP r 2-P.T.2 x 10's i f { I 0 12-0 P.T.2 x 8's Q 16"o.C. Ylo I o mi m co I _ I ANDERSEN TW28310 i P.T.-2 x 10 LEDGER LAG BOARD BOLTED TO 0 SOLID BLOCKING W/ 2 LED ERL K BOLTS 16"o.c.STAGGERED W/JOISTS HANGERS EXIST. M NT i f� BASEMENT � AS E E REM D. SM04 0 SKYLIGHT B DR ABOVE E OOM 10-8 -_NEW LALLY COLUMN& FOOTING UNDER END OF BEAM CLIPPED 6 8 GIRT 2 6 DOO V _— L _ J L_ -J __ i os 1 p - A A A i N l /x\ L � x � A4 4 A4 / \ 4 .1 ANDERSEN N 24 DOOR S O TW24310 ' O DN o 2-8 B H �, �, M � o , w 4 6 i _ IY i L .L L i—I� � :� 'a. 3'x O co - - = O -1LLa1 { 0 I,I N LO x � � N to-ON CLIPPED r 2'6"b00 6x 8 GIRT - i 1 L REMOD. II II — BEDROOM: 1 1 9-0 6-4 8-8N VELUX N IVSM04 SKYLIGHT b ABOVE ANDERSEN; TW28310 1 1 1-6N 1_6 N lo I 12-0 12-0 I � f I Ilk I INSTALL FLASHI G UNDER I HOUSEWRAP&QECKING LOUTLINE OF PORCH ABOVE AZEK DECKING EXISTING HOUSE - 21011 - N lo JOSS FLOOR JOISTS 210 SECOND FLUOR PLAN- P.T.2 x 8s @ 16 o,.c. FOUNDATION , PLAN- INSTALL PEEL&STICK RUBBER MEMBRANE BETWEEN LEDGER& SHEATHING } P.T.2 x 10 LEDGER BOARD LAG BOLTED TO DECK DETAIL SOLID BLOCKING W/ 2 LED ERLOK BOLTS 16"D.C.STAGGERED W/JOISTS HANGERS THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR MISSION ARE F ' 0 S E OUND ONSCALE . DRAWWG NO.THESE DRAWINGS PRIOR TO START OF COTUIT BAY DE IGN LL s � c NEW ADDITION/REMODELINFOR: NT � CONSTRUCTION.RUCTION THE BUILDING CONTRACTOR 11 � 1 /1 WILL BE RESPONSIBLE FOR THE CONTENT 1 -� 1/4 1 0 IN THESE DRAWING IFCONSTRUCTION 43 BREWSTER ROAD S S COMMENCES WITHOUT NOTIFYING THE MA HPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. S 069 B R ER` RE iD N A G S E C� THESE DRAWINGS ARE SOLELY FOR THE USE �, OF THE OWNER NOTED.ANY OTHER USE OF DATE PH. 5 8 74 11 ( 0 2 66 THESE DRAWINGS REQUIRES THE WRITTEN Q TT CONSENT OF THE DESIGNER UNDE.. R THE FAX 49/2/2 15 A2 r50�1 539 9 020 \ j, ARCHITECTURAL COPYRIGHT PROTECTION 1771 SANTU IT N EWTOWN ROAD MA ACT OF,1990.