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HomeMy WebLinkAbout0060 ABERLE WAY - Health 60 ABERLE WAY Barnstable - A= 257 - 010 - 005 - - - -- - f1 ' I, PP TOWN OF BARNSTABLE C� LOCATION �- j�• W��� SEWAGE# i VILLAGE � ASSESSOR'S MAP&PARCEL 0/0'f 009 .4 INSTALLER'S.NAME&PHONE-NO � SEPTIC TANK CAPACITY LEACHING FACILITY:(type) r ao � (size) 1W. ��i3 X NO.OF BEDROOMS OWNER PV e S PERMIT DATE: COMPLIANCE DATE: �d •� t 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 e ' f 300 feet of lfacijg facility) Feet FURNISHED BY , � D GO Teti+� 3 4.. 5 �A"L, Town. df Barnstable r#---,I-'q 9 :T3 Yw Departinent d'f Regulatory Services ift=ffMtJi I Public Realih Division Date oz- .ie39.. 200 Main Street,Hyannis MA 02601 pQ Data Scheduled Time U�M + l�ee Pd._ SJ D� • , ry Soil Suitability Assessment for Sew e isposa Performed By:-_ •�"I�� i A Alt— Witnessed By:, GI ut �^'-+� �►��n S / e__. LOCATION&.GENERAL INFORM ATION Location Address boo � = Owner's Name —J�rZAYS{7�'TS Address two T �C.1 Z IZ '�-Ic" , 1� Assessor's /Ma Parcel•- D vo S . Engineer's p �'. "r Name�,�,..•.--,"-��L1L NEW CON0MU17T1O v REPAIR Telaphone# Land.Usa Slopcs(96) 'Z 24' Surface Stones tl. Distances from: Open Water Body 4 X .L, ft Possible Wet Area t ft. Drinking Water Well <1 Ste$ Drainage Way_�,L-x ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations oftest holes&.pare tests,locate wetlands in proximity to holes) -PP\ e*/AL- \A/' r� 41 mof Parent materia[(geologlo) Depth to Bedrock Depth to-Groundwater. Standing Water In Hole: t'� 4t Weeping from Plt Fnce &L> Estimated Seasonal High Groundwater DETER TION FOR SEASONAL`'IIIOIj'WATER TOLE Method Used: Depth Observed scan Ing obs.hole: Ala, Depth;to Sol]mottles: In, Depth to weeping from side of obs.bolo: In, Groundwater AdJustMent it. Index Well# - Rending Ditto- Indcx Well level Adj,-thetor, ,r, _Adj.Gmundwatdr••Leval, _ PERCOLATI0N TESYL Observation Hole f1 1 3 Tlme at 4" Depth of Pero Time at 6" Start Presoak Time 0 1 S" t D: 30 Time(04" - - And Pro-soak l0`3(7 10!,J0• Z'°a C�Ao—.—. RatoMin.Ilnrh::>. .. est"l1eU�►'fs Site Sul tablllty Assessment: Slto Passed_ Site Paileii: Additional'Testing Needed(YIN) Original: Public Health Dlvlsion Observatlon Hole Data To Be Completed on Back--=-------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:ISEPTICIPBRCPORM.DOC 17 DEEP.OBSERVATION HOLE LO.G Hole Depth from Sol Hodzon Sail Texture SA Color Sall• cr Surface(In.) (USDA) " f munselq" Mottling (5tnucture,=`Stonai,Boulders, e 4"" Sl .- t ocfi 1t. 1 �.,� rt,.oagr�.1�u/�•sos�Cu IrS (V Ito • 4to t DEEP OESERVATION HOI LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil er ' Surface(In.) (USDA] (Munsellj Moiling (Structure,Stones,Boulders. l..e at9�►W.'+ Sd+ c SK�Vti L1�..rOrL. o DEEP OBSERVATION HOSE LOG Hole# Depth from Soll Hodzon Soil Texture Sall Color Soil Other Surraee(in.) (USDA) (Mansell) Mottling (Structure,Stortoa,.Eauidenr., to-3 '�3�.+ l„ to '; L . Gwc�►.auu�t►�rL- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon SollTexture Soil Color Soil Other Surface(In.) (USDA) (Munsoll) Mottling (Structure,Stones;Boulders, ' cr-►(,s sue. �ayri3 1.�0' �. ,�"'�' L Flood Insurance=Rate May,. Above 500 year f lood boundary No— Yes Within 500 year boundary . No, Yes Within 100 year flood boundary No. Yes Depth of Naturally Occurrint=.Perylous_Material Does at least four feet of naturally occurring perviou -material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious materlall,._.... .,.. Certification ,,/' I certifythat on _3 fir_.(date)I have.passed the soil evaluator examination approved by the Department of Enviro g ental Protection and that the above analysis was performed by me consistent with . the required training,expard a and experience described in 4,10 CMR 15.017. Signature Date Q:1SEp ric RRCPORM.DOC el ` ` ��® � , allo. Fee 1. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppgicatiou for Migonl �&pgtem C01116tructiou permit Application for a Permit to Construct(V/) Repair( ) Upgrade( ) Abandon O Complete System ❑Individual Components Location Address or Lot No. !op &-l5en e 41� Owner's Name,Address,and Tel.No. / Assessor's NYap7Par el — Q\0 0O (, Installer's Name,Address,and Tel.No. ®[S Designer's Name,Address and Tel.No. L b�dl dAov Type of Building: Dwelling No.of Bedrooms Z Lot Size 14 sq. ft. Garbage Grinder (do Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) + f? gpd Design flow provided S4�,6e gpd Plan Date l — Number of sheets Revision Date •► ZD dal i T— Title Size of,Septic Tank IhQ 6�,I-L Q�� Type of S.A.S. 1-4&13 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envirogmental Code and not to place the system in operation until a Certificate of Compliance has been issued by t s oard of It Signed Date /9 Application Approved by Date p —( Application Disapproved by: Date for the following reasons I 0l0 ' Date Issuedt `� ' r o. `�N m d & ; t t�,• Fee ` THE COMMONWEALTH OE MASSACHUSETTS Entered in computer: y/ PUBLIC-HEALTH DIVISION - TOWN OF.AARNSTABLE, MASSACHUSETTS Yes R-Pplication for ai.505aY tens "Cookuction Permit Application for a Permit to Construct Repair( ) Upgrade O .Abandon,(_) D Complete System ❑Individual Components , Location Address or Lot No. (,0 kz:� KL e VAAL {'Owner's Name,Address,and/Tel.No. / Assessor's ap arcel g — O\O — 00 < t . Installer's Name,Address,and Tel.No. � Designer's Name,Address and Tel.No. L L�1"`'�f 0 - Type of Building: Dwelling . No.of Bedrooms Lot Size B7 '314 sq. ft. Garbage Grinder (�o Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow(min.required) �/� gpd Design flow provided `5 4�&IZ , gpd Plan Date a: r s; �,/��,� t I -��l Number of sheets Revision Date +�' .�. z,Q .... �� Title Size of.Septic Tank ,��n� ��J.L,t �.v n Type of S.A.SS.. 1'2 3 fir' �L ,C�ll X, Z`-f7 Description of Soil r- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro mental Code and not to place the system in operation until a Certificate of Compliance has been issued bs alth` ' Signed r Date _ / 19" y Application Approved by tom`-; 9. Fy;� A5 Date r " f Application Disapproved by: Date for the following reasons 1 Permit No. an 0(01 Date Issued �€ t .yY.p Y aii:a2'�� l4 - *.....:.a�*;.-„G ,Nfi'RillpF�++11k�1,IM',fr.n.;w',a�Fsw�:Y•u�, THE COMMONWEALTH OF"MV'SS'ACHUSETTS r+ BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (C) Repaired ( ) Upgraded ( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.c�- 0 �`7 � �� r dated Installer , 1-i,- I-.,. �!f, ( b( 11�C,1 �,gL Designer - #bedrooms Approved design flow Ir CI gpd The issuance of this permit shall not be construed as a guarantee that the system will functio gas designed. Date t 110 ri d Inspector r 1� i { 5y � V -------------------------------------------- No. -2 0 19 _12 g- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS M.5pont *pftem Congtruction Permit Permission is hereby granted to Constructn(X Repair ( ) Upgrade ( ) Abandon ( ) System located at (, 0 AD e 1�- y -e W A Y and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this p-ermist�-_-gyp � 6e"-- 0 c, Date ( Approved by Town of Barnstable Inspectional Services • Public Health Division - antxsraaLe. 3 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 r- Office: 508-862-4644 Fax: 508-790-6304� 0 Installer& Designer Certification Form Date: -,jc 3© -ZoZp Sewage Permit# 0101Assessor's Map\Parcel Designer: S(..(� ,� �t=. t Installer: inn Address: Address: . On eJ-a - 2 ,�G _ was issued a permit to install a (date) i taller) septic system at Coo Ars r=_- _'4 based on a design drawn by (address) rL Ate.dated - (r', {designery G �' at the septic ths stem referenced above was installed substantially according to ptic .y 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 I0' 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 certi fy that the system referenced above was construcre =n ofti p liance with the to rms of the I\A_a proval etters p ' able) Y. 1 nst s Signature , sA,- t, .� , x s ti ( gner's Signature). (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE :OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY TIME BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. \\toa\depts\HEALTF11SEWER connect\SEPTICOesigner Certification Form Rev&14-13.DOC L. 72'-6. z a z 0 M 0 14'-0' 6'-O` 14'-O' 3'-6' 20'-O` Q Z• Cp 3'-4" 7'-4' 3'-4' i'.O° T-O' C] z 00 PATIO a 0, '-4' 2'-(7 2'-O• 3'-4' 2'-O' (VERIFY IN FIELD) 'I C O D U a co M M / TRAN50iA1 TRANSOM TRANSOM 'Z d' 'f: ABOVE{1 IABOVEaj ABOVE❑ry O e'-o' e 0 6 b i' 2 ti ANDERSEN ANDERSEN ANDERSEN FWN 316r I5 FV,•ry 6O61 I 316115 -- O0 . O 1 5 B W -� LLO our000R '� 1 _ I b SHOWER ; �6a• L— —J _J m A � d � M Q N A5TER I I I (, i t I m ANDERSEN LLJ s avER/ BEDROOM B�s I r I : -- - I Fvm os1l T w - - Ci] I L L- J) -- - J L__ M WALLRFF Z ¢ X O VEN5 — m 3 a I q( LIVING = I II 3 Ls] 'v F.P. ROOM '^ I „f11 TYPICAL 12'50 i� [] [_. a. m MASTER 'G'•6'a° COLUMN I LINE OF SECOND N BATH (COFFEREDCEIUNG)� I II i FLOOR ABOVE Z y.ti E �� --- I -_ -- J1--_-I II CrJTCHEN O PKT. IJ - IN BO ETRAN5OM OµI MASTER w L-J L__ - -J L-- -J L--J91 DW I TRANSOMti >NDR p ABOVEWALK-IN i / ID UN� r I F. Q CLOSET,/ �h�/ I NG'.6ai ov" I I l� I III Jf /i I lI coLUM`usz so. E O c0 ?�2. b I _J L /r -- fiARC 2,6",6.8. I I r U ¢CV m 117 - -- - I ----- - POCKET 1) Q Lo �� f N Lf9 9• s. -� f _ b 1 - ----- - - PANTRY v I h Z_ X E- N HALL 2'8' 4O'2'8•,4o` 6y `1 2,-1. 2-1 I I. b ¢ Z c') WIN N WINDOW // v'. +sue• ''© 0?y - 'T O FOYER II I 3L00� i HOME f (OPEN TOG IIARCHII Q)�'p'� Gm OFFICE — ABOVE) I ST F." •�... —4'O' 6'-4' 2'-2' 13'-O' N A 9'-6' I I INING ' UP ROOM qm a I I I " �-+ �_ ✓� �d b0 yi '• y�J i? �"a", 16R@ a / r0or F.l FBI © o lia COVERED PORCH FLOOR ABOV UNE OF SECOND E s10 bpi 2'.O' co /� 9� O ga -- - -- — -- - -- -- ,� b Q ' r ` s `' p O O�.p /' 'i¢ `' 93• D NTYPICAL 12'50UARE NOTE: /•A• �' 2'-O` •-6' ' -1'-6' 8'-O• I'-6' I I'-6' IO-O' 2'-0' C.OWMNS AT PORCH THE PLANS SHOWN ARE - / c THE 50LE PROPEPTY Of THE DEE GNER 5AND AAN NOT BE COPIED, • STy® '` C B A REPRODUCED AND/OR I ALTERED WITHOUT THE n' r® /� ¢ 1e'-G 13•-O• s'-6' EXPRE55 WRITTEN CONSENT OF THE DESIGNER SCALE GENERAL NOTES: FI R5T FLOOR PLAN _ 1 11 1.) CONTRACTOR 15 TO+,ERIFY ALL EXISTING CONDITIONS �411- 1 -0 E DIMENSIONS IN THC FIE1.0 FIRST FLOOR = 2254 S.F. 2.) CONTRACTOR TO VERIFY MATERIAL5,DETAILS t FINISHES SECOND FLOOR = 1725 S.F. DATE IN THE FIELD WITH O^NER GARAGE = 671 S.F. s 3.) ROUGH OPENING HEAD HNGHT OF WINDOWS AT COVERED PORCH = 397 S.F. 7/2.4/20 1 9 Ty® y FIR5T FLOORTO BE G'-I I"ABOVE SUBFLOOR(V.I.F.) PROJ. N0. 4.) ALL WORK SHALL CONFORM TO THE MA55ACHU5ETT5 Q SMOKE DETECTOR STATE BUILDING CODE AND ALL OTHER APPLICABLE CARBON MONOXIDE DETECTOR © ON 20 19-173 LOCAL CODES . 5) ISIONS,AND/OR DRA N CONTAINED I ON5 IN THE O GSI ON THE5E DOC DIMENSIONS, UMENTS ®PLEAT DETECTOR STAM P DWG. NO. : SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO n oc,y�_t4 COMMENCEMENT OF CONSTRUCTION.PROCEEDING WITH CONSTRUCTION ` av CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, + �- ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE J• BUILDING CONTRACTOR. CmER11DUA .,�r -•� 6.) CONTRACTOR 15 TO REVIEW ALL STRUCTURAL REQUIREMENTS WITH STRUCTURAL O 5 10 15 20 MO'UM2 /%f 2019 ENGINEER PRIOR TO THE BEGINNING OF CONSTRUCTION. r. siri f .r rrr ©6Y0 HT OMAS A.MOORE DESIGN CO. ' Q � Lu 72'-G' 2. d z F I Z U ZD 14'-0' G-0' 14'-O" 3'-G' 20'-O' LJ '3 Z5 w Q (GABLE DORMER) (GABLE DORMM = Z LamL[o') 4'-2• 2'-10' 2'-1(Y 4'-2- 3'-0' 3'-0' 4'-2' 2'-10' 2'-1 O' 4'-2' 4'-3' 2'-1 O' 2'-1 O" B'-I' 2'-O' C.[7 O CAD Lf") L) 0 0 0 D C = Z U F O o c c C C c c o § G a dU C] o LLJ Z CO z pip BEDROOM #L TH #2: s BEDROOM#2 W C00 D 14'-1 a - TUB c noweR � E %In' z es C b S Z Q x J��LK'-ITN WALK-IN m ------.' 9oTConE TBELOW mBEDROOM #3 �- w z O ICL05ET ° s F— i m Z .........CnUT°e - mDN id 9o0I 0 IATH#3 � '. s-o 3-8 - WALK-1 0 ICL05ET 5 TU4' L— SHOWER r z SHOWER / L- — _ (PULL-DC7WN i �-. w / s 15'AIR ABOVE I CV,'� ..,,u..... OPEN TO O , /3 O �.. f L———J - BELOW 5.8• 1 2•-2' Lo 11 — �xF UNFI ISHED ------ I z CVa Q ATTIC a �ZM a c �] I 4 13 7- _ b.—G. 3.1 1• 4'O' G'4' LOFT v CD DO ) �cLOA� I i I I • I 1 i 1 11� L? 5'4'3 KW. 1 1 5'4'2 K.W. 1 i F cn W C c \G I OF RDOF to AD RED PO _ ROOF BELOWRCM V 1 a 1 9 2'S 2'9' I,g 2'-G' 2'-G' 2'-G' 2'-G' 2•dY 9'-O' 2'-0' NOTE: ya r-G 3-0 7'•G' L THE PEAN5 SHOWN RE THE SOLE PROPERTY Of4'-O' S'-O• 4•-0' 28'-O' THE DESIGNER AND CAN �a (GABLE DORMER) (GABLE DORMER) (GABLE) NOT BE COPIED, REPRO AND/OR \ ALTERED WITHOUT THE 'a T WINDOW SC.H EDU LE EXPRESS WRITTEN TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS CONSENT OF THEDESIGNER �¢ A ANDERSEN TW 2452 2'-G 1/8"x 5-4 70' '400 SERIES"DOU13LEMUNG SCALE B TW 2052 2'-2 1/8"x 5'-4 7/8" '400 SERIES"DOUBLEHUNG C " TW 244G 2'-G 1/8"x 4'-8 7/5' '400 SERIES"DOUBLEHUNG 1/411= 1 1-0" D TW 2432 2'-G 118"x 3'-4 7/8" '400 SERIES"DOUBLEHUNG DATE E " TW 2031 O 2'-2 1/B'x 4'-0 7/8° '400 SERIES"DOUBLEHUNG F TW 204G 2'-2 1/8"x 4'-8 7/8' '400 SERIES"DOUBLEHUNG 7/24/20 1 9 SECOND FLOOR PLAN G " CUIrw T M T 2'-G IV x 4'-09":L 7/8° "400 SERIES"DOUBLEHUNG 0MWINDOW PROJ. NO. H CUSTOM TRANSOM 3'-O"±x I'-9"�(V.I.F.) CUSTOM TRANSOM WINDOW OVER FIXED PANEL J- CUSTOM TRAN50M GI-O"t x 1'-911t N.LF.) CUSTOM TRANSOM WINDOW OVER FRENCHWOOD DOOR5 20 1 9-1 73 © 5MOKElCARBON MONOXIDE DETECTORS K CUSTOM TRANSOM 2'-G 1/5"x 1'-4°t W.I.F.) CUSTOM TRANSOM WINDOW AT KITCHEN L - AR 51 5'-0 3/5"x 1'-5 1/2' "400 5ERIE5'AWNING -STAMP : DWG. NO. : M TW 21052 3'-0 1/8"x 5'-4 7/8" "400 5ERIE5"DOUBLEHUNG i N " AW 21 2'-0 5/8"x 2'-4 7/8" '400 SERIES"AWNING rfnn-xil)CTU� NOTE:CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF WINDOWS WITH OWNERAND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 15 2 /O 5 10 O e A 2 ©COPYRIGHT 2019 rr✓r. 'f:^ �'t"',e, BY THOMA5 A.MOORE DESIGN CO. I ro Lj L Z a z F- z z LJ O 0v 72'-G' ¢ z 'D I I'-G• 3'-G' 14'-O' 6'-O' 14'-O' 3'-G• R] X (GABLE DORMER) (GABLE DORMER) U z m V. U O o (1] d lfJ G1 d U C] M t z F LOW ROOF BELOWO ____ Q z o 00 b b W o 0 N E � � m 3 d [x, a m b � Z - E O my � ' "I 1 ¢ I LLJ UNFINISHED \ i a Z 1 ATTIC Q W i0 RIOGPE `1 a O N'�►D _____ _TO _ LINE OF RIDGE ABOVE �___� EI pd � S�04 ¢Lo POST UP ___ ___-___-_ ' b8 ��CV RIDGE I m Z_ / N` Ca Q0 z`i'"? PULL-DOWN /, �I m O 00 O STAIR BELOW a1 (a In f J I LOW ROOF BELOW ROOF CORBELS ID V,.o F CORBELS BELOW i n �y 4 BELOW PORCH ROOF BELOW LOW ROOF BELOW �j �v'1 9. 45w NOTE: D C B A THE PLAN5 5HOWN ARE THE SOLE PROPERTY OF THE DE51GNER AND CAN NOT BE COPIED, REPRODUCED AND/OR IS'-o• 547 4'-O• 5'-0' 4'-0• )2•-7• 2'-10 12'.7' ALTERED WITHOUT THE (GABLE DORMEP� (GABLE DORMER) � EXPRESS WRITTEN CONSENT OF THE 26-C DESIGNER SCALE a �� ATTIC FLOOR PLAN DE :11-011 AT 7/24/201 9 6¢ PROJ. NO. 201 9-1 73 STAMP . DWG. NO. ��tN OF ?4 .� of �_y ,19 ao �6[mnl:.f IL R ��{ 0 5 10 15 20 � �,,• A3 ©COPYRIGHT 2019 BY THOMA5 A.MOORE DE51GN CO. HINCKLEY POND �t Jew p 501L DATA: �O P# 14973 j TEST DATE: MARCH 2!, 201 G �O <2 MIN/INCH C I �C2 RAILROAD SEPTIC SYSTEM FROf I LE DETAIL N . T . 5 . RAILROAD _�- ----- -_..._ SOIL EVALUATOR: STEPHEN DOYLE �- """• -," SOIL EVALUATOR NO. G 19 GP 7 WITNESSED BY: DAVID STANTON, R.5. TOWN OF BARNSTABLE �OJq� �� N TOP FOUND. EL. G5.0' TEST HOLE- ! TEST HOLE- 2 TEST HOLE-3 -`"'TEST HOLE-4 u LOCUS 0" - EL. GG.2' o" EL. GG.2' 0" EL GG.3' 0" EL. GG.3' a �Q i A LAYER I OYR 3/1 A LAYER I CYR 311 A LAYER I OYR 3/1 A LAYER I OYR 3/1 z Gil FINISHED GRADE EL Ga.O±' / SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM 4 6' \ t \ �� Bw LAYER I OYR 5/G Bw LAYER I OYR 5/G Bw LAYER I OYR 5/G Bw LAYER I OYR 5/G FINISHED GP � INVERT EL. ADE EL. G4.0'± \ � \ +35.2 LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 79 >> G I.8T 20 RISER 20 ' 6 \ \\ w� �\"fir/ / 3G" EL. G3.2' 3G" EL. G3.2' 39" EL. G3.0' 39" EL, G3.0' LOCUS MAP D I a. D'I a. \� C I LAYER I OYR GIG C I LAYER I CYR GIG EL. G2.71± RISER \\ ^ i� ° Dc0 C I LAYER I OYR GIG C I LAYER I CYR GIG ----_- ± G 1,9" i =r=� ` \ ` - - 36 MEDIUM SAND MEDIUM SAND MEDIUM SAND ---- - MEDIUM SAND R )' --PERC @ 50" +3�.3/ 5G" EL. G 1.5' 5G" EL. G 1 .5' 78" EL. 59.8' 78" EL. 59.8E GENERAL NOTES: ------PERC @ 57"---- - INVERT EL, nINVERT EL. INVERT EL. / \ r/ C2 LAYER i OYR G/4 C2 LAYER I OYR G/4 C2 LAYER I OYR G/4 C2 LAYER I CYR G/4 G 1.57' h E INVERT[L. G. .32 GO.97' UMin GO 7T / r MEDIUM TO MEDIUM TO MEDIUM TO MEDIUM TO �748" LIQUID LEVEL / \ L=8G.G3 +37.2 ",r \ FINE SAND FINE SAND FINE SAND FINE SAND J�^ / / USE GAS r \ R=5 2.50 r / \ A E A: Y(,�"/,0 3„ BAFFLE i / 55 550 D15TRI13UTION BOX / 37.4 _380 \+37•3 { +37.5 \ 158" EL. 53.0' 1 58" EL. 53.0' 158" EL. 53.1' 1 58" EL 53.I' MAP i BLOCK 010 LOT 005 (H2 LOADING) \ NO GROUND RPHIC GROUND RPHI NO GROUND RPHIC NO RP I OUND WATER OR REDOXAMO NO OUND WATER OR REDOX�4M0 C OUND WATER OR REDOXAMO GROUND WATER OR REDOXAMO HIC REFERENCE DEED: 2GG I G - 245 L38_ - - -�// \ { +37 \\ FEATURES ENCOUNTERED FEATURES ENCOUNTERED FEATURES ENCOUNTERED FEATURES ENCOUNTERED rV\ �/ \ REFER BOOK G5 i PAGE 49 \I 38.4 - - 38.2 \\\ ��/ � +3`3 +36.4 \ ZONING DISTRICT: RG PROPOSED 1 500 GALLON TANK \ ` 1 4 \ +39.3 (DESIGN CAPACITY- 550 GPD @ 200%- USE MIN. ALLOWED -I500 GALLON) \\ a �L ` '' MIN. LOT AREA G5,000 S.F. FRONTAGE 20' MIN. o �i �.`` WIDTH 200' MIN. I.P. WITH SCREW TYPE CAP TO W17HIN 3"OF FINISHED GRADE(ONE PSRTRENCH) {: - �% �'�. ' \\ / ,'' BUILDING SETBACKS: 433 S.F. i / j J PROP05ED 18" ♦ \ / _ FRONT - 30' FINISHED GRADE EL. G4.0'± UTILITY EASEMENT DRAINAGE CULVERT PIPE ./ (LOCATION TO BE FIELD �lt�' SIDE REAR- 15' OVERLAY DISTRICT: AP ADJUSTED BY CONTRACTOR) / / �.• FILTER FABRIC 38\ +37.0 / ! / / � `� _-- "-- �N� ONE RISER PER TRENCH L=32.48 / �F 46 ' SYSTEM DESIGN DATA: LOCUS 15 NOT LOCATED IN A STATE ZONE II $•5• EL. G I.0' R=G7.50 \� � � � �, / / ` - � � 6; �, FIVE BEDROOMS = 5 x I I 0 GPD = 550 GPD REQ. FLOW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ' ° / / / / '°.� �� oZ 0 �y� USE ONE CHAMBER TRENCH, 12.83'W x 42.5'L x 2' EFF. DEPTH 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 °• �Q� ,, �/ / / / °o �� `S���y N SIDE WALL: [42.5+42,5+ 1 2.83+ 12.831 x 2.0 = 221 SF INV. EL. o 00 000 00 0 0 00 00000 0 0 00 00000 0 0 00 000 00 o d 58.1T \\ \ fir/ .��' // / / ��SFo \ // "Z_ TS,o 4 o 0 0 000 0 0 0 0 0 0 000 0 0 0 0 0 0 000 0 0 0 0 0 0 000 0 0 0 ,°,4 BOTTOM: 12.83 x 42,5 = 545 SF LOCUS lS IN THE BARNSTABLE FIRE DISTRICT GO.17 48" 3/4" - 1 1/2" DOUBLE WASHED STONE ALL AROUND 48 �� / / / �2'O 9 7GG x 0.74 = 5GG GPD TOTAL FLOW PROVIDED 2.5E ° \ \ / / // / LOT 6 o �� 0--1�� 5GG-550 = I G GPD IN RESERVE 553 20 50 E _--- '�� 2 � y � PROPOSED CHAMBER TRENCH Ln N 15.00E \ �� / // 87,3 14± S.F// �Fiy \ fi set NO GARBAGE DISPOSAL ALLOWED LOCUS I5 IN "OLD KINGS HISTORIC" DISTRICT NUMBER OF TRENCHES = ONE \ _ `�� �� NUMBER OF PRECAST UNITS PER TRENCH = FOUR - - INSTALL FOUR 500 GALLON PRECAST UNITS WITH FOUR FEET OF DOUBLE WASHED STONE BOTTOM OF TEST PIT EL. 53.0E / ,/ �. / "� PROPOSED LOT COVERAGE: AT SIDES' ATa.EACl1 END NO GROUND WATER OR REDOXAMORPHIC .`-46 � .� \ 'sue FEATURES ENCOUNTERED / - o LOT (,-OVE`.5Y DWELLING, POOL AND REMOVE ALL UNSUITABLE MATERIAL FIVE FEET ' // / ` �� PATIO - G% AROUND THE S.A.S. DOWN TO THE C I HORIZON x AND REPLACE WITH CLEAN COURSE SAND PER ••..,•/ �, 0, , 310 CMR 15.255 -AS REQUIRED. �So/- 1` \ / � �• � ,,•- ,,,.,. ` LOT COVER BY PAVED DRIVEWAY = 7.2% 56 ` FIN15HED GRADE EL.G4.0'± Il hilt ,�l � l ll' r --sz - ,0- �� � PLAN LEGEND r SEPTIC TANK NOTES: ,2.as'M - =54 - -��:; ' f r HYDRANT TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A I BOULDER \ ° __♦- / L / \ , EXISTING UTILITY POLE MINIMUM OF G" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON 34° ° o 00 0 0 -a I LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE 24" / \ 1, �" THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE -L a•a o 0 0 0 0 ° °•° \s Ii G , +26.4 EXISTING SPOT GRADE "I CLEAN-OUT MANHOLE. 8� II i FEMA DATA: ZONE -- aa" - 4s° \�� �' 1.1 L MAP 25001 C0554J THE INLET PIPE ELEVATION SHALL BE NO LE55 THAN 2" NOR MORE THAN 3° \ , '� , , - - so -G2- -- EX15TING CONTOUR MAP DATE: JULY I G, 2014 ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. PROPOSED LEACH TRENCH-END VIEW LOTrJ 60�' �' - - - \ n ` GG PROPOSED CONTOUR THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, NUMBER OF TRENCHES = ONE (VACANT) -'' / / -- J \ j G2 STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH NUMBER OF PRECAST UNITS PER TRENCH = FOUR PROPOSED WATERSERVICE G" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND �W ` TO PREVENT SETTLING. INSTALL FOUR 500 GALLON PRECAST UNITS `' � ��,.- �''� j j/ �.,,._.-\ \ � \\ WITH FOUR FEET OF DOUBLE WASHED STONE / ; \ \ , Q } EXISTING CATCH BASIN THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 1 2", WITH TWO AT SIDES AT EACH END Ns 3�- G4 20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS 6'Cp TP OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. \\ 6: o // ;a�f�P P \ G0'�OsFo ,� �j SOIL TEST PIT co j q / THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. \\ \ 6= �w��� ° ° 1 SCAB 645 1k// PROPOSED S.A.S. CHAMBER 42�5'LH 5'S01L ` C\� ° c 2\ .3- e� IN 0ed��p A 06 NSO PRECAST DISTRIBUTION BOX NOTES' \�\ERDI G 1y„ \ Z I QO��p O�'l d ' TP 2 MINIMUM WALL THICKNE55 = 2 \ Ot., I GENERAL NOTES: MINIMUM INSIDE DIM. = 1 2" \ \\68` GG /\ °oo G6 / OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT \-� 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP PROPOSED > G4 TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 2'MINIMUM BELOW INLET INVERT. H2 LOAD D15T. BOX �' ee0l, �'• / P / FOR THE SUBSURFACE DISPOSAL OF SEWAGE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL - ) ?R-o 1 0\_ O / 2. ACCE55 PORTS OVER TANK TEES SHALL BE ACCE551BLE WITHIN G" ALL HAVE EQJAL INVERTS AS DETERMINED BY FLOODING THE .2� . �\ ` 66.2 G8 ^ ^ry OF FINISHED GRADE, DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE \ \ OV 66.5 ' / / /! SITE PLAN INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. 70 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF /- ` \ G \ O J WITHSTANDING H-10 LOADING UNLE55 THEY ARE UNDER OR WITHIN 10' INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH 1 500 GALLON // - PREPARED FOR Z G ` / // i1�, /\ �ZH OFMgs OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY PRECAST 5EP`TIC / 74 \ #GO ABERLE WAY I O' OF DRIVES OR PARKING. FASTENED TO THE LINE OR RECONSTRUCTING THE LINES TANK 7G \ \ G8 7p / / �� Z� DAVID �y B. U BARNSTABLE NA55ACHU5ETT5 UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. �` / ^,� �. __.. "- --- / � u) ' 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION ~ \ cP \ 72 / / MASON �m TBM: SURVEY SPIKE \\ _ _. .__- - ---• / � No.1�66 '� OF 51TE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, EL. 77.!' NAVD88 \ \ `- STONE LANDSCAPE -/ 9 DATE: MAY i G, 20 19 ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. STABLE BASE THAT HAS BEEN MECHANICALLY T COMPACTED AND ON WHICH \ `I. \ / / �G/S G"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND \ / +75.1 TRANSITION WALL \ � �•-•' / � ___. J - i N SCALE: (" = 3O' 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. K' DIA. UNLE55 OTHERWISE NOTED) TO PREVENT SETTLING. . _ �+ G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE \\ 1-1 76 / `� - f "---" o so 60 MORTARED IN PLACE. j \ � � Feet 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. \ 8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE k ' AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. \ // // SCONE ►,�sF M/�S� PLAN REV1510N,5: 9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR g69° 2 �ST6�F�Cy 05/20/10 ADD SEPTIC DETAIL COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. _ ?6 j / QSTEPHEN J. 10. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS - - .�8"'/ ��E�\15 cn �cz• s PER TITLE V REQUIREMENTS, P� J� DO _' ".- PP 25� \�C�E'�.VpV�• `� NO.375 37559 STEPHEN DOYLE AND A550(CIATE5 52 32 NIF �0�N0 OOPy� lq,�n 5 vo P. O. BOX G21 �G20 EAST FALMOUTH, MA55ACHU5ETT5 0253G TELEPHONE: 508 540-2534 5JD5URVEY@AOL.'COM