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HomeMy WebLinkAbout0118 ABBEY GATE - Health 118 ABBEY GATE`' � Cotuit A = 021-054 l ` Town. of Barnstable I SS3 S P# Department of Regulatory Services uJ $ 1 , Public.Health Division A,, . DateMARS. D 034. 200 Main Street,Hyannis MA 02601 f f Date Scheduled �'�r / !6 '/ ' Time � � Fee Pd._ �60�• -c� Soil Suitability Assessment for Sew e Disposal D Performed-By. Witnessed T' LOCATION&:GENERAIa INFORMATION Location Address ( t$ NvOQ lt GATE -Owner's.Namm vouG•i tzgZT1(1 t4oMAks A NIL C.OTU(T,, MA r �-Add`ais P a� Q� �L1 r N,a a-c�Ck MIS oast ` Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION X _ REPAIR Telephone# g 9 6 - Lund Use 3lopas(96)J JS i i O Surthco Stones Distancos ftom: Open Water Body ft Possible Wit Area ft Drinking Water Well $ Dralhago Way 1 ft Property L(ne:z_ ft Other A SICETCHc(Street name,dimensions of lot,exact locations bf hst holes&pora,tests,locate wetlands-in proximity to holes) R ., J- 021022 0051' • > � ate` 0 5 Parent material(geologic) Depth'ta`8etlrook Depth to'Oroundwater. Standing Watceld Holo:'_ Weeping"11om PitFepB Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALEIGH WATER TABLE Method Used: Do th Observed standing In obs.hole: In, Depth to solfinottlec In.' De�th to weeping from side of obs.hole: —in.in, Greundwater Adjustident ft. Indox Weli-0 RoadingDate: index Wall lmvel „ Adj.•thetor, _ _Adj.GroundwaterIevel I%RCOLATI.ON'TEST Observation a , Hole# c Time at 9" Depth of Peru y"ba•u �b 1 y 11 + Time at 6 Start Pre-soak Time @ T(m0(4"-611) , End Pre-soak Rota MCn./Inok , 4 Site Suitability Assessment: Site Passad Slip Failed: 'Additional TietingNeeded(Y/N) 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:\SBPTICIPBRCFORM.DOC �Il DEEP•OBSERVATION HOLE LOG Hole Depth from Sall Horizon Boll ux,ura" Sd1TColor Sall-! Other Surfaca On.) (USDA) (Munsell); Mottling :(5trivaturo Stonet;Boulders, tialatoncy��'(lravell • } SA IN)Q 10 ko - 3U S L00'\Y SAt,)D g !A : DEEP OBSERVATION HOLE LOG H01e b6/n/off Depth from Sol]Horizon' 'Soli Texture Soli Color "Sall Other (USDA) (Munsell) :ttiing. (Structure;Stoncs Boulders. Omyell j� " Y C ,` ` •}�' �0 ,' r r^ ♦ r U14N1 vAI1V� tO 0 , ct '�' ij i DEEP OBSERVATION HOLE LOG Halm Depth from Sall Horizon Soil Tax lure Sall Color Soil I Other Surface(In.) (USDA) (MunselQ Mottling (Struaturc,Stones,Houlden.. p 28 3 N j A 2g—12c� L •N��o.►��n SaN� 2.�5"� bl' N A • DEEP OBSERVATION HOLE LOG Hble# Depth from Soil Horizon Sall Texture Sall Color Soil E Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Siopes'Aoulders, 0 , ly R L o d SAIND Icy yk 2-1 4- 2-f, B L a�a" SAN'Z' 1.o 26 —12 b SAND 2•-5 6/G N IA; flood Insurance Rate lV o Above 500 year Mood boundary No— Yes r!__ ' i � q Within /500 year boundary No V/ Yes i Within 100,yesr;floodrboundary'No.,/ Yes )Dent!:of Naturally occurrIne Pervlous Mit erlal I Does at losat four feet of naturally occurring pervious material exist in all are observed thrpughout the area proposed for the soil absorption system? If not,what Is the depth of naturally occurring pervious material? N � Ce" i cat on ' I certify that on (date)I have passed the soil evaluator exar 6ation approved by the �. > 7 7.d- r Department of Environmental Protection and.that the above analysis was'porformed by me consistent with the required.training, xpordso and o ence described In 410 CMR 15.017. l ` / • Signature Date� 7 i Q;1.g6PT10Pla1tCPORM.DOC ; i No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in corn uteri PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplicatioii for bispo8AY *pstem Construction Permit Application for a Permit to Construct(* Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I l% MID) G aLe- P aad� C of v i t Owner's Name,Address,and Tel.No. Pn dr 2 L i MA o � l�$ WWtwiCK VJ�yI Cc,�+crv;lle, MA pi s Assessor's Map/Parcel 'Z ���{ 4 Installer's Name,Address,and Tel.No. 4 I A0 e Designer's Name,Address,and Tel.No. $ri�.r g r ovt 1 c N� .o 391 Mclin St—?Novit22 tt15ogykrm8 k MA Type of Building: ^� 0,24 q 4 Dwelling No.of Bedrooms V Lot Size 20, f 1 0 + sq.ft. Garbage Grinder 00) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 349 gpd t Plan Date 1�OVEMb2 r (p¢ Z n I Number of sheets 1 Revision Date N I A Title NEW S0_ejiC S�S}tM Size of Septic Tank /15®o 6AI1o, Type of S.A.S. 2 -500 6A11ah lLeac,lh,n j C6m6er.5 Description of Soil Se-e iP(AAS RR S to 181S Nature of Repairs or Alterations(Answer when applicable) 01A CoM p lw}e Ne UU S y SJ EM 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 to place the syste in operation until a Certificate of Compliance has been issued this Bo o h. i e Date Application Approved by Date Application Disapproved y Date for the following reasons 11Y. Permit No. L Date Issued a \ / Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION,- TOWN OF BARNSTABLE, MASSACHUSETTS Yes .� 2pplication for �MispoSal 6pstem Construction Permit 4= t 0 Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑'Complete System El individual Co ponents .f Location Address or Lot No. G c.i c Roc,4, (e i v;is Owner's Name,Address,and Tel.No. rS nCX T 2 Assessor's Map/Parcel `tad `afw`�l. tA)Rji Cch «t �lrclr4A l)T. "5 Ins ller's Name,Address,and Tel.No. 'Designer's Name,Address,and Tel.No. r0Vr, 3w`f�/�1 `n C� ^ wvlf ifs (jJrcSi `JusthdvTh,fVA Type of Building: 0,2 4 y G 4 Dwelling No.of Bedrooms Lot Size 2.0, 11 r3" sq.ft. Garbage Grinder 4) W Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 0 gpd Design flow provided gpd Plan. . Date 0 0yt bf c +(� , Z O I Number of sheets Revision Date Al I A Title Ne-W 5Pr i iL Sy Sit-M Size of Septic Tank 1,500 60,1 Jon Type of S.A.S. 2.-500 6A Itch Li 6y,n, Description of Soil OWN& 'Ca s 4j� 104S Nature of Repairs or Alterations(Answer when applicable) Jd�/� Com al LA e New $'4 s j f M k r. Date last inspected: .Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described.,ontsite 'sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the systenj..in-operation until a Certificate of Compliance has been issued by this Board ai. i ,edd•' ' /its Date / Application Approved by /(/ ( �� i� "F "` Date V Application Disapproved y -' Date for the following reasons , n Permit No. 4171 Date Issued / v THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed X) Repaired( ) Upgraded( ) Abandoned( )by at-'-I 1`t+ �60e s�,uli 4 . ( 04 v1 has been cons cted, f acco c�--� with the provisions of Title 5 and the or Disposal System Construction Permit No- / 7-- _ ed Installe Designer R S C (,c ov P #bedrooms Approved design flow 349 gpd The issuance of this permit sha l nnott be c nstrued as a guarantee that the system il]1unc1iW.-`ardQ,& ed. Date ✓ Ins ector�`"`" P � t --------- ---• -------- - --------- --- --------------`----------------------------- - -------- `= No. '- � � Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH-DIVISION- BARNSTABLE,MASSACHUSETTS ZispoBal 6pstetn Construction Permit Permission is hereby granted to Construct O Repair( ) Upgrade( ) Abandon( ) System located at I j R .�1 Dbe 4 e,'k. [`q o d c o4 v+f 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. ( � k Provided:Cons tion Just beep f erez within three years of the date of this permit. Date Approved by 1 ) V i— / I . ' ! � Town of Barnstable "E Regulatory Services Richard V.Sea1i,Interim Director Public Health Division Thomas McKean,Director 200 Main Street,Byann*MA 02601 Office: 508-862 4644 Fax: 508-790-6304 Installer&Designer Certification Form' Date: 02/2 0/18 - Sewage Permit# Assessor's MaplParcel 2 i/s 4 Designer: BSC Group, Inc. Installer: A. Joia Inc.. Address: 349 Route 28, Unit D Address: 49 Somerset Road, West Yarmouth, MA 02673 Mashpee, MIA 02649 On A. Joia Inc. was issued a permit to install a (date) (installer) septic system at 118 Abbey Gate Road, Cotuit based on a design drawn by (address) BSC Group, Inc. dated November 16, 2017 (designer) x 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 in compliance with the terms of the IAA approval if applicable) of (Installer's Si YE E RGIIT{AN q crvit. 4M -TDe§igne attire) (Affix PLEASE RETURI�i TO.BARNSTABLE PUBLIC HEALTH.DIVISION. -CERTIFICATE OF COMPLIANCE,WILL`-NOT.'BE ISSUED: UN'i'IL BOTH TRIS FORM AND AS- BUILT CARD-.BARE RECEIVED BY'THE-BARNSTABLE-_PUBLIC HEAL .H DIVISION. THANKNOU; Q.:\SepticMesigner Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION %/? / S, gaAg., SEWAGE# AW-9 _ 3 C- VILLAGE (!,o yyr� ASSESSOR'S MAP&PARCEL 4* --�7 INSTALLERS NAME&PHONE NO. ,QC' Z SEPTIC TANK CAPACITY /0-0 0 LEACHING FACILITY:(type) 10._5-0, (size) NO.OF BEDROOMS OWNER. �i. � PERMIT DATE: r—'V2 COMPLIANCE DATE: CJ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY r � t 6 e � Q p�Y• 3 ��� �9.0 LOCATION U SEWAGI PERMIT NO. 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Haan un x.x.n..■ !I ry v .v.v v .v.v. .v■ .. r v.vrv.vTevs �■.y1�r v.v,j.�� WI—OM AN,OROINANCES.M—GNS MAY NOT DE A�R�ONSO� MWIIT DE DETI-MINEO ZY LOCAL SOIL CONDITIONS AND A,-��LE �V—67RI—RAL��T. 0-1—1 S =NDirioNs THE�S OF TWME�A,,,,S OUR—�ON5�71­ �TFCES O�CONSTRI-TION.V IFY DMIGN WITH LOCAL WITH LOCAL�G—AND SJILDI—O-CIAL6 e r � - Jv -0 i2'-0" �( �� �c �r c 2'-0" 8' " � 13'-0" I �C - - - c--- - s. l °CJ C)C ll3 � I 30X24 30X24 _ j J1�( -0"� ) _ _ _ -� )!JI4-0 I- B'-6" 6'-10" 14'-0" T'-8'I Q -------- ----- ----- ----------- — u T----- ------- - --------- ------------- iu--u — _ 2X6 EXTERIOR WALL ,I WITH MOST WALL BELOW i 4IJ J (Jo PATIO � J( )..- 1. �-'�AREA�����•'I T a BASEMENz - —4 EXTERIOR Q X d) DECK AREA di Q ^� 28X26-2 26X X2 26 2SX20-2 _ -2 - L J 1 1 I a X z 26 26 6 26X � I 7 + I _ ------------ _ _ ,_:______,_.____,__� :_ -------------- ,_____„_,,,,__ _.g,_,____,,,_,,,__ __'_0..,•_ _ - 14' m I6'-0" 10'-8V 15'-34a° A V ' �3-2X12's ' Q N CEILING LINE m TYP.30"X30"X12" N '^ U_ BEDROOM•2 CONC.FTG.W/3-1/2"RD, - x _ m 'O ?O CONC.FILLED COL. U �� r a p= Q p= 0 x O .eLAB a I Q U GREAT H`-9 �°° O e0._0 v Q W/6MILL POLY W U O ROOM - AND FIBERMESN 4 BEDROOM•I � I KITCHEN 4'-0" V-4" 4'-0" 1'-Ii?4 ____________!_______ .'eTnl�s uP _ ____________________._______________________. _ _ --------- - _ X -- -- ______ f _'__L_'_, _:_ I�ANm _ - Q ,`r., BATH --' -- :, ----- -_ __ _ - ----- ---'- -- ----- --- 4'-0 -- _ -- ------ - ------- _ _ - TUB - S-0. _ 7•�. 3'd" - 3'-0" 2' " 3'-0" O r - i A -------- BATH DEN a 6"O-C.-3 _ 4`, t BATH FOYER 2XIO's 1x ,I? (ABOVE) AN .. _ sTAIRs DowN t W GI q\ 'r O N Y Ni V v .0 . UNEXCAYATED - - - 28X26-2 1 Q n 4'-0" O _________ ________ _________ _ _ _ _ ED Q aB'6TEPs �. ' � COVER ___________________ ______________ � �'' ' ENTRY N i x -_ Q 10 �i IIl Q c--2XI0 C.J. 2X8 C.J. ; 5/8"F.G.DRYWALL - a I6 O•C. o IS"O.G. r- Q " o WALLS a CEILING. a - 1 BEDROOM•3 j W/6MILL POLY Vn,r BAP Q AND FIBERMESH Y m i I/2 RD GARAGE 16X 4 - 16'�°x I'-0' ' v - 2 a.26X26 16X24 Q - 2XI0 C.J. -�,', -�•. LATERAL n,-0„ 6'-0" 6'-0" 2'-6" UPLIFT -- - ------- ---------- - ---------' v - ANCHOR BOLT AND 12'-0" IT'-0" 3"X3"XI/4"PLATE WASHER x MAIN HOUSE SPACING 2X6 PT PLATE SHEAR 45"O.C. d'^ GARAGE SPACING 24„O.C. "MIN. FOUNDATION FLAN ® •'8"CONCRETE WALL ,de II'-0" II'O" DAMP.PROOFING CSA - X , .adn°.adn°.ado°.ad ° .ad'e°.ade°.ad•e°.adn°.adn°. .•APPROVED. 22'-0" FOUNDATION WALL In , .QO'e .adA .°d.• �•da .ada°.ad'e d•e dA do ' '�,•' '• .o 4"POURED CONC.SLAB d ' _ 6"-12"FROM END -• .°d.' '• o OF PLATES o o 'a 'o a ".;:.• .�, .�, "2X6 KEY `� _.a .ade .ad•e .ade °d.e .ad.e .ad'' FLOOR PLAN adc ade edaadn FT _ -••10"X22"GONG. - • -COMPACTED GRANULAR a daa ada a4•e ,adn ad• ad% FOOTING e FOOTING DETAILS TYP. ANCHOR BOLT SPACING S11 CONCRETE WALL BUILDER JOB ADDRESS DESIGN _ Uf// „ n��o DATE REVISION DRAWN BY •�OFE�i i/4".I'-O" JB Des lgrns (�/U//FV/RLNASE OF DRAW(111/ LEAPPUR�CHASER RESPONSIBLEFORJJCOMPLIANCE WITH ALL l]\�)-ACT SIZE AND REINFORCEMENT OF ALL CONCREM FOOTINGS I"ALL FOOTINGS SHALL D(TEND BELOIU FROSTLINE VERIFY DEPTH. F- LOCAL BUILDING CODES AND ORDINANCES JB DESIGNS MAY NOT BE HELD RESPONSIBLE MAST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4J VERIFY STRUCTURAL ELEMENTS FOR DESIGN SIZE P.O.BOX IB$ ��gJ 494-9534 ZI FOR SITE CONDITIONS OR FOR THE USE OF THERE DRAWINGS DURING CONSTRUCTION. PRACTZCEO OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCO ENGINEER AND BUILDING OFFICIALS. 1l�T BARN6T4BLE K4 OX6E XE u r m Q RP. LOGKMG m nnx.ee o.c. my� — 3 E pp pp D --p--p-- -p-- - 1 II C Z a; X 2X10'e a W."O.G. .� C X Ll Z 2XI2 RIDGE C_ --- -- _JL p� DD � -ti'i � 2X10'e o 16"O.C. }--� — O 0 ' _°- o o MIN.36"RAIL HEIGHT r' 03 a- r X X A m A T 0 N A n p A - O A 3 p mD p lz m 0 k -- F 2XIO's a W."O.C. I --- --- \•,`�bQ� O --- --- --- --- --- NOTE 2XI2 RIDGE __ _ ___ ___ __ _ ___ � O °s Ll 2XId __ - -- a e I6"O.G.� __- _ _ -- --- --- --- --- --- --- --- --- --- --- --- --- --- o \U ems TYP. LOCKING o.c. m u O 2XIO's o I6"O.C. cgs c� r2-2XIO'ej PT � I 4s� m - a E a Z a Z N 03 D N x b 0 8 T l 0 I� DBL.2XI0'e 2 2XI0 o�S IT m --------------------------------------------------------------- INNT'- 'e Pt b Im O AZ �D D(1 t, 6 m b la c� z RIDGE VENT - 2XI2 RIDGE y 2XIO RAFTERS®16"O.C. ----- D 1/2"ROOF SHEATHING 15-ASPHALT PAPER c 12� ASPHALT SHINGLES ASPHALT ROOFING ASPHALT ROOFING ;a �15•ASPHALT PAPER 15-ASPHALT PAPER 1/2"SHEATHING ------------ 1/2"SHEATHING XIO'B C.J.m 161,O.G \ TYP.H2.SA TIES \ TYP.H2.5A TIES DRIP EDGE DRIP EDGE v PAD FOR R38 INSUL. 5 GUTTER 5"GUTTER IX3 STRAPPING >< 'I FLASHING _[�] m C 1/2"WALLBOARD 1'aE I/2"WALLBOARD - \:� 2X6'B m 16"O.G. IXB FACIA IX8 FACIA 4 R21 INSULATION GREAT IX SOFFIT IX SOFFIT IXB BRD' 1/2"WALL SHEATHING 2-I/4"VENT 4 DEN ROOM HOUSE WRAP OR EQUAL 2-I%4"vENT 1-3/4"BED MLDG, �p vauLTED SIDING 1-3/4"BED MLDG. NOTCH FRIEZE NOTCH FRIEZE X TO RECEIVE SIDING. TO RECEIVE SIDING. 3/4"T/G PLY.ED. NAILED 4 GLU ^ 2XIO's m 16 o.c.-3( - ® 3L _2XI0'e PT 0 INSU 3-2X12'B GIRDER 3-1/2"CONC.FILLED WALL SHEAT2X6'B m I6"O.G. LOLLY COLUMN. 1/2" HING Q HOUSE WRAP OR EQUAL WATER TABLE DETAILS m BASEMENT SIDING EAVE EAVE 4 CONC.SLAB ' ' � "i EAVE DETAILS "3 EAVE DETAILS - CROSS SECTION (A) `-` RIDGE VENT RIDGE VENT 2XI2 RIDGE 2XI2 RIDGE m [2. in 2XI0 RAFTERS m 16"O.G. 1/2'I ROOF SHEATHING IS-ASPHALT PAPER 2XI0 RAFTERS m 16"O.C. _ M ❑ 1/2"ROOF SHEATHING ASPHALT SHINGLES m IZ� ' 1] TYP. IXB BRACE - UAL I_ASPHALT PAPER 2XI0 B,C:J,m 16 O.C. 12� m 16 'G' ASPHALT SHINGLES m AD FOR R38 INSUL. m Q- 3 STRAPPING 4X8 HDR. 12"WALLBOARD IX T/G BRDB. 2X1 'S C.J,m I6" .C. m 'BCS2-3/6 CAP - ---- TER1/2"WALLBOA D _ (UPLIFT 800) R30 INSUL 2X6'e m 16"O C. BEDROOM IX3 STRAPPING 7"ll . . R2I INSULATI N COVERED I/2"WALLBOARD \_5/8"F.C.WALLBOARD SILL SEALER5 ROD 1/2"WALL SHEATHI G , - 2X6'e m 16' O.C.ENTRY --�. R21 INSULATION OPT HOUSE WRAP OR EQUAL 3/4"T/G PLY. o TOP RING 2"•CLEAR 1/2"WALL SHEATHING SIDI G NAILED GLUED. 5"CONC. - GARAGE HOUSE WRAP OR EQUAL °D,o", \ ..- .. _ CB66 BASE ' SIDING 5/8"XI2'ANCHOR _2XI0_'_e_m I6"O.C. _ u_ZfZ1 -•.. -.-.... (UPLIFT 4200) [ BOLTS. �S R30 INSUL 4"CONC.SLAB ° Q BASEMENT Q co SILL SILL DETAILS 4"CONC.SLAB D NI CROSS SECTION (C) CROSS SECTION (B) BUILDER JOB ADDRESS DESIGN l�%l�:/l`~v/o n� " nO ,--� ���„ n!�-^o DATE REVISION DRJWBN BY .� LE OF� 1/4"•'-0" ✓B Designs 4-1 Lu N PURCHASE OF DRAW�/IN//G9 LEAVER/[�—PU/J(RCHABER RESPONBIBLE)�FOR))COMPLIANCE WITH ALL l/Jn0))f E AACCCTT BIM AND REINFORCE-T OF 4LL CONLREfE FOOTINGS �3)ALL FOOTINGS SHALL EMEND BELOW FROBTLINE VERIFY DEPTH. 1- LOCAL BUILDING CODES AND ORDINANCES,-D-*.MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN-SIZE P.O.BOX]B5 •(j B)-494-95� OI FOR BITE CONDITIONS OR FOR THE USE OF THERE DRAWINGS DURING WNBTRUCTION, PRACTICES OF OON—=TION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, lIff9T B4IPN8TABLE M0.,02668' z r-------- ----, I---- -----'1 rWALL LENGTH.22'-n" ---1 _ _ _ -—-—-—-—- ,WALL LENGTH=JZ_-QQ ,WALL LENGTH=J]_-Q , rWALL LENGTH=35_Q" , FULL HEIGHT SHEATHING•�2 FULL HEIGHT SHEATHING- '- rWALL LENGTH=_$�-Q' ( I �2 I RILL HEIGHT SHEATNING•�9_'I FULL HEIGHT SHEATHING•���° ACTUAL SHEATHING•�L% ACTUAL SI-IEATHING=_�L% ACTUAL SHEATHING=�_% FULL HEIGHT SHEATHING•�°z" I (� ACTUAL SHEATHING•-43_% ACTUAL SHEATHING-_M_% (Min.Requlred__FL%) I (Min.Required—arp—%) (Min.Required-3C�%) (Min.Required'_%) _ (Min.Required %) RATIO- 1.2S RATIO- L25 _ RATIO- 1.25 RATIO- L25 RATIO=-L2D EDGE NAILING•_iLO.C. n EDGE NAILING•--3LO.C. EDGE NAILING-_,_O.C. EDGE NAILING• O.G. EDGE NAILING•�O.C. FIELD NAILING=J2-O.C. FIELD NAILINC-JZO.C, n FELD.NAILING=�O.C. FIELD NAILING- 4„O.C. FIELD NAILING=�-O.C. L- -----------. 1--------------J L----------- - --------------- 1-----------'--L n D� .. 58 4'-10 8'-4' 2'-4ku" 2'-sit" 6'-il" 4'-2" J . SHEAR SHEAR ISHEA14 HEAR SHEAR - SHEAR WALL WALL ALL WALL WALL WALL FELCONTINUOUS'9-I/2"LVL BEAM 0 ❑o 000 Lil—DI ® 0!�� �� ❑❑❑ ❑❑ ❑❑a ❑❑❑ I�I { SH R �I�� .SHEAR ;�I 11F5�� ,;■ � I 4:1 F1 2'_l" 2'-l" 4'-101't" 2'-4" 2'-10k," 2'-10'I" I ® ® SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR - WALL 'ly'-0" WALL WALL 1l'-0" WALL WALL n'-0" WALL j E SHEAR WALL FRONT ELEVATION EXTEND HEADER 4'-10 SHEAR SHEAR SHEAR TO KING STUD WALL 35''*LL WALL , SHEAR WALL REAR ELEVATION 7. NAIL TOP PLATE TO HEADER WITH NAIL SCHEDULE �" }':.' .i•� TWO ROW5 OF 16d 8d COMMON NAILS AT 3"O.C. AT 3"O.C. 2 5/8"ANCHOR BOLTS WITH _ _ _ rWALL LENGTH• Q" , 3"X3"PLATE WASHERS 12 n rWALL LENGTH.2a'-Q' , I FULL HEIGHT SHEATHING=�� FULL HEIGHT SHEATHING=Ja-Q ACTUAL SHEATHING= l5 % -—- 1 rWALL LENGTH=�Q' —- _ ACTUAL SHEATHING• 6l % --- (Min.Required l3 %) FULL HEIGHT SHEATHING•y5-4_ rWALL LENGTH- -0' (Min.R25 ulred��%) RATIOEDGE J 2� 6..0 C ACTUAL SHEATHING=-&9_% _ I2 FULL HEIGHT SHEATHING-IS'{ RATIO• EDGE NAILING= EDGE NAILING= O.C. FIELD NAILING•_MLO.C. (Min.Requlred_��%) 1z� ACTUAL SHEATHING•S$_% - FIELD NAILING•JO.C. L RATIO. L25 (Min.Requlredr�%) o L---------_-.-- EDGE NAILING=_4LO.G. RATIO 1.25• - ° -J2-O.C. EDGE NAILING=�"O.C. .•d•e .`dn�.'�a .'d•o "Oo . . - L-FIELD NAILINC------------- FIELD NAILING—— o 0 0 ®�'®�' - L------- I2 O --- 100% GARAGE OPENING DETAILS SHEAR.' haa � �i 0 10'O" 3' " II'8" 4'-2" 9V SHEAR WALL LEFT ELEVATION SHEAR WALL RIGHT ELEVATION I t BUILDER JOB ADDRESS DESIGN n� p � ^a�„ n^o DATE RM ISION I DRAWN BY . GPAoF� 1 SCALE ✓� designs LU (I)FJRCHASE OF DRAWWII N LEAVEE9L�(MRCM -RE6F.NBISLE iOR COI'IPLIANNCE`IWITH ALL (\]v)/EE%AACC� D 01ZE AN REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS OHALL EXTEND BELOW F STLINE VERIFY DEPTH. 1- —•-- -� - --"�"-- n -- • Y f LOCAL BUILDING CODES AND ORDINANCES,J DESIGNS MAY NOT BE HELD RE5PON5IBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND AOCEFTABLE -VERIFY STRUCTURAL ELEMENTS FOR DESIGN.SIZE P.O.COX 9B.9 (506J 494-9534 zl FOR SITE CONDITIONS OR FOR THE IISE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFT DESIGN WITH LOCAL ENGINEER. 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L°y 3 E n Rt a T ffnn 2 0 D m D RR z b m S n D men L y D m � � AA A L m�s�o"Fmk 3 �g� C. as Z d v r D rr i z nm1> _ §Nr;0 A c Fmo � �Z9 G\ W tD w �I�D In (� �zn (\i Aooz Z 7cA"A<A $ �=omm yng m o }n ° C. m7ac r87ac�7ac�� Z ��30U zp '°�� m O m °O mJcm Dm pz CT: A z m n :., CW �5� N m m0� p elm a 6 z O `n8 m m- m 6 lo m N z o o s Ag>rur Nw Y" Xm Y 9 R m O n n a �n� i C C P°� o °p o �r•o: � U r e T l� Z C1 — E ° �L� m D m �W� A \\\ 9 =8 m® }�y E b [pLA i \m mm m AAAc.m(lA �IO' kS RUU ,W„ .00 .oX It�laro-m��im C m 00 U(al bo 0 o AA ... O m oD°.oE� •o� mIMSm' fl — vi J SOIL TEST PIT DATA 500 GALLON CONCRETE LEACHING CHAMBER (H-101 COVER 4" PERFORATED PVC 20" ACCESSINCHES NOT To scALE _..�� "�. ����.-��....• 0 N S f TE SOIL .EVALUATION NOT To SCALE TEST PIT TP-1 �TP-2 0 N S I TE SOIL EVALUATION o PIT TP-3 PITEL 82.9 TEST 'PIT TP-4 W/SCREW OANATURAL SUBGRADE P TO EXTEND DOWN OF FINISH GRADE LOAM AND SEED GRD. EL. 87.1 EL 82.7 GRD. EL 87.0 DATE: 11/16/2017 IF ALL DISTURBED AREAS SHGW EL. N/A SHGW EL NA SHGW EL N A 'SHGW IEL N TEST BY: BSC GROUP, INC. 5" DIA. KNOCKOUT (TYP.) r ' DATE: 10/1 7/2005 WITNESSED BY- DONALD DESMARIS, BOH TEST BY: BSC GROUP, INC. A A 1-1/2" TAPER HDPE 12-36" COVER LICENSED SOIL EVALUATOR: KIERAN HEALY, PLS � RISER LOAMY SAND L WITNESSED BY: DONALD DESMARIS, BOH LOAMY SAND LOAMY SAND PERCOLATION RATE: < 2 MINS./INCH F=E=l . ®: •. •.'A ,_• » " 2 LAYER OF 1/8 TO 10YR 3/2 10YR 7/4 LICENSED SOIL EVALUATOR: MARK DIBB, PE 10YR 2/1 10YR 2/1 SOIL CLASS: CLASS 1 " / 1/2" DOUBLE WASHED PERCOLATION RATE: < 2 MINS./INCH L.T.A.R.: 0.74 GPD/S.F. Q Q Q Q Q Q Qllyll Q Q STONE ABOVE CROWN EL 86.3 10" EL 81.9 10" SOIL CLASS: CLASS 1 EL 82.6 4" EL. 85.8 14" ' 34" 24" Q Q Q OF PIPE B B LLA.R.: 0.74 GPD/S.F. B B P� 15534 EFFECTIVE 3/4" TO 1-1/2"LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND KIERAN J. HEALY IS A LICENSED MASSACHUSETTS SOIL EVALUATOR Q M QDEPTH / Q Q Q Q DOUBLE WASHED 10YR 6/6 tOYR 5/8 1OYR 3/4 10YR 4/4 EL. 84.6 30 EL 79.4 40 26 (SE #13589) HAVING PASSED THE EXAM ON 7/11/2012. Q Q Q Q Q Q ©Q STONE TO CROWN " LEGEND EL 80.6 28" EL 84.8 » » OF PIPE 4-10 28" 8'-6" ' " EL 83.4 C 44" EL 78.0 56" C LEGEND 12 10 MEDIUM SAND C MEDIUM SAND C UNSUITABLE FRONT VIEW 10YR 7/4 MEDIUM SAND MATERIALS 2.5Y 6/4 EL 83.2 MEDIUM SAND 46" SIDE VIEW y►.�• �H OF Aggscy " 10YR 7/4 " 2.5Y 6/6 UNSUITABLE 62 74 (TO BE REMOVED) MATERIALS NOTES: o BRIAN G. Gv' (TO BE REMOVED) NO REDOX. OR REDOX. OR ESTIMATED NO REDOX. OR NO REDOX. OR 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FlNISH GRADE. A ? YERGATIAN N PERCOLATION SEASONAL HIGH UN GROUNDWATER ESTIMATED 2. CHAMBERS SHALL BE 5C?0 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL CIVIL GROUNDWATER NDWATER TEST RANGE = � No.46206 OBSERVED OBS VED GROUNDWATER 0 S VED OBSERVED PERCOLATION �_ SEASONAL HIGH 3. GEOTEXTILE FABRIC MAY' BE USED IN LIEU OF DOUBLE WASHED STONE. EL 77.1 120 J EL 71.7 132" EL 72.9 120" EL. 77.0 120" TEST RANGE GROUNDWATER ° S�ONAI EN usa C� l CB DH 1 ,500 GALLON SEPTIC TANK CH-101 CB/DH NOT TO SCALE FND FND LOCUS INFORMATION BRIAN G. YERGATrAN DATE PROFESSIONAL ENGINEER HYD 0M NOTE: NOTES RAISE AT LEAST ONE EXISTING COVER �� ALL PIPING FOR THE SEWAGE DISPOSAL CURRENT OWNER: THOMAS & JANICE DOUGHERTY 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE TO WITHIN 6" OF FINISHED GRADE THE RISER SHALL BE 18» HDPE PIPE BENCH MARK: �" SYSTEM SHALL BE " SCH. 40 PVC PIPE Q 4 `r 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 HYDRANT TAG BOLT 3. ALL PI �• TITLE REFERENCE: BOOK 20439, PAGE 18 LOADING. E CONNECTIONS AND CONCRETE CONSTRUCTION CONC. COVER ELEVATIC 4 89.47 (ASSUMED DATUM) LOT 67 i SHALL BE WATERTIGHT. 6" N/F PLAN REFERENCE: BOOK 281, PAGE 82 W SEPTIC 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED o4 LOT 64 STUART MCGURK WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK N/F ASSESSORS MAP 21 ASSESSORS MAP: 21 SYSTEM COVER. MICHAEL CREEDON PARCEL: 54 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. ASSESSORS MAP 21 PARCEL 46 4" PARCEL" 53 ZONING DISTRICT: RF » \AGE \ SETBACKS: FRONT 30' 10-6 EL IC Box SIDE 15' 1o'-0" " �`� " REAR 15' 118 ABBEY GATE ROAD ONE BOX ® ' 3" \ °dw `� MINIMUM LOT SIZE: 87,120 S.F. - 4' MIN. �C�1 LE B©X ; 1N LIQUID 5'-6" '\ \ EXISTING TOTAL LOT AREA: 20,11 O±S.F. 4!-6" LOCATE DEPTH • �._, NITROGEN SENSITIVE INLET TEE OUTLET TEE ZONE: ZONE 11 COTCIIT COVER UNDER c w/GAs BAFFLE 3» FEMA FLOOD ZONE "C" AS. SHOWN ON _ MAJSACHUSE TS ZONE DISTRICT: PANEL 250001 0021 D 7/2/92 e. � � I o � \ �� ��.�� ���� �'�b��;��� � � <�� � ���` '` � s7.o �� (BARNSTABLE COUNTY) w 84. `\ r � �� r , a , ` a ,w*� � X \ RAIPtRDEN PLAN VIEW -s MINIMUM CROSS-SECTION VIEW 86 88.5 �\ 3/4 To 1-1/2 LOT 68 � _ CRUSHED STONE - "� ` SITE PLAN `�. ROBERT & ANNAI ENGLEMAN 'ASSESSORS MAP 21 IN .•, k�,�� � � rt � �,-- PARCEL 47 DISTRIBUTION BOX DETAIL (H-1 0) Uj II§NG `~ ,v � � �� i GENERAL�TES NOT TO SCALE '� x 3 x ri s z ur OFF \ �°\ � �� ���s ��- �� t������, .-�' NOVEMBER 16 2017 VA F w tfi = I W t 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE ' REMOVABLE 6" MAX. *« COVER � � � \, \ _ \ s, � � _,,�„ ����`���s ��''��� 3 #� � _` ,� SEWAGE DISPOSAL FACILITIES AND ASSOCIATED SITE WORK. a 20. � �s �� �, w \ ,� � �� �. , � �� � , ��� �� ,.••'` 2 ALL CONSTRUCTION .METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 HOPE RISER �► U RRVE 83' TP € : h;� 'KK r AR AAND BARNSTABLE BOARD OF,HEALTH REGULATIONS. I r - 3" 21" � m m �\ \ �`� 8 "\ DI T f�3' �AT 63'-- 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE • - g PROPOSED LEACHING FACILITY. 2 WALLS \ \ e�• BOX N)o • - M "•• o AS�€SSORS 21 REVISIONS: v\ POCEL 54 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE 9-1/2" - TP ®. s 5 \ e AS &�A ICE MATERIALS. N0. DATE DESC. (5) 5 DIA. + f „. O '�� �� � 00 13" KNOCKOUTS �\ �` °`� "°�" \ bwoiER 5. 1F AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF 11-1/2" TYP d 0 �\ EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND L1, GALLON \ �' DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL _ _ IR ED STONE \ � SEPTI TANfG .: \ SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 BOTTOM ON LEVEL ` 1( 50 OU -82. LOT 69 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A STABLE BASE 6" MINIMUM " PAN VIEW �` `` -- �'� �° 160. 8 S 2 6 43 FN N/F REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE 3/4 TO 1-1/2 \ \ JAMES & MAYANN CROWLEY CRUSHED STONE ,°`� \ #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF SECTION VIEW 500 GAILLC CONC. °\ �\ \ ASSESSORS MAP 21 THE FOLLOWING SPECIFICATIONS: I��CHINIG CHAMBER °\ �\ '\ \ \ \ PARCEL 48 NOTES: \ I(IN)=81.70 1009L.MUST PASS #4 SIEVE MUST PASS #50 SIEVE 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT/FT OR ~� \ LOT 62 \ LOT 61 0-20X MUST PASS #100 SIEVE IN PUMPED SYSTEM. �\ �\ N/F\ \ \ \ N/F 0-5X MUST PASS #200 SIEVE 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. ` �,� �ANDRA LAWRENC\PE FRtIZE � RUSSELL & CARLA FRAYRE 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. �` `� 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE: \ ,\ \ ASSESSORS MA 21 ASSESSORS MAP 21 PA CEL 55 PARCEL 56 DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE \ SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF PREPARED FOR: CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ANDRE LIMARINO DESIGN CALCULATIONS 48 WARWICK WAY SYSTEM PROFILE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE DESIGN FLOW PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY CENTERVILLE, MA 02635 C NOT TO SCALE COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTION'S 3 BEDROOMS 6! t 10 GPD/BEDROOM = 330 GPD SCHEDULE OF ELEVATIONS-- » IN SERVICE. (� 4 SCH. 4E} PVC REQUIRED SEPTIC TANKEL=A S=0.02T 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, 330 GPD X 2009C = 660 GALLONS TOP FOUNDATION SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF USE 1,500 GALLON SEPTIC TANK TOP OF FOUNDATION s9.10 A FIRST PIPE LENGTH MBSC ]��� 4" INVERT AT BUILDING 82.80 B EL=88.Ot 4* SCH 40 PVC TO BE SET LEVEL P CONSTRUCTION. SIZE OF REQUIRED LEACHING FACILITY 4 �Q INVERT AT SEPTIC TANK (IN) C FOR MIN. 2 349 Main Street - Route 28 (OUT) 2.25 D S=0 4" INVERT AT SEPTIC TANKL= . FT.. FINISH GRADE02 EL=83.6-85.5 9, THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION DESIGN PERC. RATE: <2 MIN/INCH 4" INVERT AT DIST. BOX (IN) 81.97 E 4" SCH. 40 PVC OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR West Yarmouth Massachusetts LONG TERM APPL RATE: 0.74 GPD/SF 4" INVERT AT DIST. BOX (OUT) 81.80 F r: 15.240(4). 330 GPD T 0.74 GPD/SF = 446 SF LEACHING CHAMBER 02673 508 778 8919 ELEVATIONS AT LEACHING FACILITY- ............. C!i, / / o 0 o c3 CM 0 0 0 0 0 SIZE OF LEACHING FACILITY PROVIDED 4" INV. AT LEACHING CHAMBERS 81.70 GBRKOUT 82.53 1=B o 0 0 0 o a o o a BOTTOM OF LEACHING CHAMBERS 79.70 H ( ) r I=D I=G o 0 0 0 o c o 0 0 = USE (2) 500 GALLON H-10 CONCRETE LEACHING CHAMBERS IN TRENCH I=C I=E 1=F H © 2017 The BSC Group, Inc. CONFIGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. ADJUSTED SEASONAL HIGH GROUNDWATER 71.70 1 w1f 5 OUTLET SCALE: 1" = 20' •:•'y BOTTOM AREA: 25' X 12.83' = 320.7 S.F. ' iiiia SIDEWALL AREA: 2 X (2 X (25' + 12.83')) = 151.3 S.F. SEPTIC TANK D-BOX 8.0' SEPARATION EFFECTIVE LEACHING AREA = 472 S.F. 0 10 20 40 �r EST. HIGH GROUNDWATER 472 S.F. X 0.74 GPD/S.F. = 349 GPD (INSTALLED CAPACITY) FILE:4888602-SEP.dwg 349 GPD > 330 GPD (19 GPD RESERVE CAPACITY PROVIDED) MAGNETIC REFLECTIVE TAPE SHALL ,RE PROVIDED DWG.: IN THE TRENCH OVER ALL PVC PIPING SHEET 1- OF l J06: N0: 4-$886.02