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HomeMy WebLinkAbout0555 MISTIC DRIVE - Health 555 MISTIC DRIVE A= 079— 068 - -- \ Marstnns Mills TOWN OF BARNSTABLE o $� LOCATI(??J 55 Of%,j a SEWAGE# VILLAGE nnrS-�vh, MOOS- ASSESSOR'S MAP&PARCEL"'79 L,f INSTALLER'S NAME&PHONE NO. J:-�X CvLJoC�i`)K 5 a,9 SEPTIC TANK CAPACITY I 00,0 a LEACHING FACILITY:(type) 1( In Ck--�� (size) 33,5x /SZ NO.OF BEDROOMS OWNER P e fl n PERMIT DATE: 1 I f COMPLIANCE DATE: 7 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 7-®wr wa 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 jft _7 3 20 5 C7 f. No. Zo i �—O V J r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Disposal *pstrm Construction VPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.6 /0{r,'t C onvo— Owner's Name,Address,and Tel.No. Assessor's Map/Parcel —la M_ d1/�;` 2 ll ?eAA ls4m e Installer's Name,Address,and Tel.No. 1500 411 017 Designer's Name,Address,and Tel.No. N &(6QAq 21 &j �f vai'r I wl <AA S �.T'! a Type of Building: a YW43Wpee Dwelling No.of Bedrooms Lot Size KOM sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �SCf 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) .1.;/Ij,�i' ,} /� SGPJ C -4*10 e* f s7to.4 e Ta Ozv's-t KQ S�pf� 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 o th. Si Date Application Approved by Date Application Disapproved Date for the following reasons Permit No. ZO 1 0135 Date Issued y b l 1 - ------------- Fee v THEvCO�MMONWEALTH OF,MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF"BARNSTABLE, MASSACHUSETTS Yes Yicat on for ts�osal 6pstem Construction Permit ,r Aoplicatiori for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. SSS J1�I S-rc Qr ✓2 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel — �j M. M; Ie P ?Pk1 A c�A Installer's Name,Address,and Tel.No. SO� It ? ) Of�� Designer's Name,Address,and Tel.No. • 4 Uhl Type of Building: N Dwelling No.of Bedrooms Lot Size 60 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) gpd Design flow provided �� gpd ,Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil F Nature of Repairs or Alterations(Answer when applicable) /I � �� S /� s� cif • �� ryi/l td f 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 th. Si Date Application Approved by I IT I Date �/ & 1/ Application Disapproved Date for the following reasons Permit No. 7®I I — OS 5 Date Issued U 6 i, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CEERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by /{pti 5 ��re4116�/,OC �i/ C at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 01)—085 dated 001 Installer Designer #bedrooms 3 Approved design flow SQ gpd The issuance of this pe it s all not be construed as a guarantee that the system will ctio as esigned. Date Inspector S ----------------------------------- - -----------------.--------- n7 oa No. 20 — © ' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit Permission is hereby granted to Construct(t ) Repair( ) Upgrade( ) Abandon( ) System located at 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: /C•nst ction must be completed within three years of the date of this permit. Date `► 6 I Approved by Town of Barnstable P#_ 3)- 7 Department of Regulatory Services grA=, Public Health DivisionMAU Date t639• • 200 Main Street,Hyannis MA 02601 fp Ott A' i Date Scheduled 3h_9111.11 Time Fee Pd.-!, -4- Soil Suitability Assessment for Sewage Disposal Performed By: RM Witnessed ` By: �t v, (�/ n ,� M I: C LOCATION& GENERAL INFORMATION Location Address Owner's Name -k-Z t C. Address Assessor's Map/Parcel: 9 1 g Engineer's Name ( p� NEW CONSTRUCTION REPAIR Telephone# 5c7 -'.1,�' LAQ Land Use Sic\a1- n\ Slopes(Yb) .S2b Surface Stones 1,11 Distances from: Open Water Body -Aft Possible Wet Area 0� ft Drinking Water Well -hlA_ft . Drainage Way ft Property Line 4 D ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) , UJ `' *sus _T 3 �5y� r 'Parent material(geologic) nOT' Depth to Bedrock 1'1 Depth to Groundwater Standing Water in Hole: rA0(Vl Okh , _ Weeping from Pit Face Oc-&. �1oS Estimated Seasonal High Groundwater DETERNE NATION FOR SEASONAL HIGH WATER TABLE Method Used: � Depth Obsery standing in obs.hole: in, Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level „ Adj,factor...,,�,�,r Adj,Groundwater Level a PERCOLATION TEST Date, !!L„ Time„11104 t Observation Hole# _ 3 Time at 9" „111J JAL,925 Depth of Pero Time at 6" Start Pre-soak Time Q ;`T 71me(9"-6") End Pre-soak 1\'•IC1 �L Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(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:\.SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soi I Surface(in.) (USDA) (Munsell) Mottlin Other Ig (Stnucture,Stones;Boulders. onsistencv%ravel) O`'P- 30 Ij/A, Fc. So lip M-C a1511 l Se DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Mansell) MottlingOther (Structure,Stones,Boulders. o o is ency.%Gravel) LF �0 �, M. -C�cc�sz 5 SECA DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other (in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i to /fi- LS ccl�el c�b,A�-eg DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. QCConsistency. tO of A) A, t 30 ` 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 Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio material exist in all areas observed throughout the area proposed for the soil absorption system? Y'e S If not,what is the depth of naturally occurring pervious material? Certification I certify that on I (date)I have passed the soil evaluator examination approved by the Department of Environlnental Pr tection and that the above analysis was performed by me consistent with . the required training,a erd an ex a 'e ce described in 310 CMR 15.017. Signature Date � �-f f QASBPTICIPERCFORM.DOC c7/o4/2021 20: 16 Fax ?00t/0os Town of Barnstable SHE Regulatory Services. 0 I Thomas F.Ceiler, Director °"'` Public Health Division Tbomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508.802.4(A4 Fax: 508-190-6304 Installer & Desiener Certification Form Sate: 04/7/11 Designer: Shay Environmental Services, lnc. Installer: Rons Excavation . Address; _P.O. Box 1576 Address: 81 Echo Road Mashpee, MA Mashnee, MA On 04/06/1 1 Rons Excavation was issued a permit to install a (date) (installer) septic system at 555 Mistic Drive.Marstons Mills M.4 based on a design drawn by (address) Shay Environmental Services, Inc. dated 4/04/11 (designer) XX 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 cif the distribution box and/or septic Lank. I certify zhai 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. r� � ( narIlles Signature) EGA q��rc t { (Designers Signature) (Affix Desi ere} 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 THE BA.RL\STABLE PUBLIC HEALTH DIVISION. THANK YOU. Q;Hcahh/5cpticiDesiper C.ertiUaJOI'. firm - N ' MI Ocher) 2� (-UOM tear- �s .r t, R N ...........`� Fas.l... ':�.e THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Apphratiun for Diripuua1 Work Tunutrurtiun Prrmit Application i nade for a Permit to Coiistruct (✓) or Repair ( ) an Individual Sewage Disposal Systems at: -- _ � L it' -: Idress p, _.... 9 ------------ . / cnc �ddress a ...�C✓.. ......... .. ..--• --•......... ..........................� Installer Address d Type o Building Size Lot... .`�....�®®...Sq. feet Dwelling— No. of Bedrooms........ -- ._---Jam----------------------Expansion Attic �✓(�j Garbage Grinder (/a aOther—Type of Building u/ v � No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures ....-••........ .......•----........ -- -•...........-----•••••••...-•-•--.........................-•-•--...•••••••..._............--•---_-----• W Design Flow...................110...............gallons per p&� per day. Total daily flow........:Jl 30........................gallons. Septic Tank—Liquid capacity............gallons Length________________ Width---------------- Diameter................. Depth................ W 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 nk ( /l . /Q ''" Percolation Test Results Performed b __.�: --------------••••--• Date........................ ..--•-----... il, IL WY---- - --- o a Test Pit No. I-----. minutes per inch Depth of Test Pit.---_-z_....... Depth to ground water.._IVO'A!e.. . (i Test Pit No. 2....<. ._minutes per inch Depth of Test Pit........4........ Depth to ground water_.. ! a 0 Description of Soil....... -------•-----------------•------•--------------------------------...._...---------------•-----------.................-----•-•--- V ..........•••••--•••-•--•-•••••-•••.......-••-•-•------------•----•------•---••---•--•------------••-••-•-•••--••---••••....•-•------•••--••-•-••---•••••-•............................................. W .....-.................................................................................................................................................................................................. M. Nature of Repairs or Alterations—Answer when applicable............................................................................................... ...• -•••-----•---••-•••-•••••......•••-••-••--•••-•-••-•-••--•--•••••••••••-••-••••-••--------••---•••--•-•-•-----••------••-•••---••-•••••-•.....•-•-••••-•••-•-•--•-----•-•-•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environm tal Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli c h s ee d by the oard of health. Signed ............ . .:... Dace Application Approved By ,•.....:`....... .......... ....J........ J .. .'":.�....� .......... .............................................. Dale Application Disapproved for the following reasons: ............................. ..... :................................................................................................ ...................................................... ................................................................................... ....-. ........................................ Permit No ��. / .��..... ....................... Issued ....... .. Dace f THE COMMONWEALTH OF MASSACHUSETTS BOARD, OF HEALTH TOWN OF BARNSTABLE Appliration for Uiripooul Works Tonotrnrtion Prrmit; Application is hereby knade for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at• .. ................................... ............................... Lo attar-:\ddn•ss r Lot No. .... -1/.......� �-e-r,--..................................... ........................................... -----------------------------•-----____----_------- �.. cncr ddress Installer Address L/� O d Type of Building Size Lot..........:...............Sq. feet h Dwelling—No. of Bedrooms......./----------------------------_----E xpansion Attic .(✓O) Garbage Grinder (A/C)) 44 Other—Type of Building�f�l'x?!.�✓L�I�2! No. of persons____________________________ Showers ( ) — Cafeteria ( ) dOther fixtures .................•------------ . W Design Flow.................._1 U_._........_.__gallons per person per day. Total daily flow---__.._330 ...._...__.._....__.._..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 ( ) i/115 4 04 Percolation Test Results Performed by.._ h�!! .<C yl � .... Date................./ /� ,.a Test Pit No. 1....�.�_._minutes per inch Depth of Test Pit----- ......... Depth to ground water........................ 0.4 Test Pit No. 2....<..;� ..minutes per inch Depth of Test Pit-._-f. ....... Depth to ground water....VUctJ O Description of Soil------Q�..2? 7 ^ V .....-•-....---•-...-••-•••-------•--•---•-...---•-•-•--•--------•••-•-•--••--•--••-•................•---•-•---------.........---•--•----•-••---••-•--••-••-............................................ W --•--------------------•-- ----------------•---•-•------------ .............................................................................. .......................................................... UNature of Repairs or Alterations—Answer when applicable._.............................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia-�/e/h s ee issutd by the ward of health. Signed .....f...... ................� �.......................... - .. .......................:...... Dare Application Approved By -....... - �� ��.....-...... � �... ...................................... ,���......�.�'->�� Dare Application Disapproved for the following reasons: .....................................V................. ............ .. ............. .................................. ................................................... ........................................ Permit No. r". ................:..... Issued ....... .��!` '". `: ..... Dace ` y ..,.....�.�......_.nm�.-------0---om---v.------- r... --— THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (ILlErtifirate of C�ontplianre TXHIS IS TO CER IEY, That the Individual Sewage Disposal System constructed ( � or Repaired ( ) v.....1 .l5 . a ......... ...... ...............*....-.--------......--------.......................... - ........ ............. in 11 at .... .._. ..._..................................... - ......... ./...��.............�.....s.....................: -........................................... has been igstalled in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. . _.. ..,,,.'yam?...�........'..� -dated �.. .. ..� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BrCONSTRUEA AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �.+ DATE ...� ........ �*."'-----.. ��--------_.......... Inspector ........ a�•�,.�`;,;,�;�•��,�,,,� ..�`..�,%.'y.. !�'.-�,vt<�-?.�,-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9 TOWN OF BARNSTABLE ElWpoott��l orkii Tomitr ion "rrmit Permission is-hereby granted-------- v �c`� L ...............--•--•-••---•••--------------•------------------•---.-•--........ to Construct (�7) or Repair ( ) an Individual Sewage Disposal System at No..... � ( �� ��--, _t ..(.��T l C ����` ----�1------r --1 L_1--S......................................................... street / as shown on the application for Disposal Works Construction Permit No9,�'__.'_'__���Dated•/`;7:7 /-.-.�'��. ........a.. .... -----------------------•-- •....... Board of Health DATE............. 4�------ `!.= y -•-•-----•----------------------- FORM 36508 HOBBS&WARREN,INC..PUBLISHERS I-IOU-28-1994 '-03:2 a. FROM TO 7750155 P.02 . . � 'E�l1t'SrnC $v��atat, Co - / _ - -•.b y is IV .♦ .yam` . �N PETER $ SULLWAR > w Na 29733 fBTS���F �flM11L�� TOTAL P.02 ' NOV-28-199•4, 08:25 FROM TO 7?50155 P.01 tES16 W I A o 2 4=..` C `CA . -�;,',' : .ln�. : .Iarxa fit..- • : .: : . . ' : �- - �-- ' : . i kto w AKA[. f 2� srws 5 . ,QN_ O L.. kmq= .- . : . . . qp>,y�' x .�►� is r.�. � , .' � . ' : . � : :... . - : 'SAL.. . I A.Ow- '9' Q or PMR 00, Bal ---xxv=m, (Opa t3q( K{ �-01441 : AAL WhF dyw,i� l : /gut—5rucmwxi AWS o"S .a SON = ,GtA¢ tt :Mi4 ' . FLAN P - � 9 N .CAM VI5 Lt�IE (. r-• ' /G: Ax4: FEAs4 t5 .tom" vmED o�1i,�, tlAND��� Alor BE , _... . TOWN OF BARNSTABLE LOCATION �,v� �►.s-�'� OG;.� SEWAGE # I _'70/ 1 VILLAGEr' ASSESSOR'S MAP & LOTgZ r,-6r1-tf v\INSTALLER'S NAME & PHONE NO. •�, ®C'�5ca�\ -27 )-loyd SEPTIC TANK CAPACITY 1 ,000 �� ,,LEACHING FACILITY:(Iype) a(G� P,t (size) , 000 y.m <<��5 NO. OF BEDROOMS _PRIVATE WELL O PUBLIC WATER BUILDER OR OWNER 974 j/ ,� 9)0AJ'iy6 C'O• `771-d,%9y DATE PERMIT ISSUED: IZ — y " qy DATE COMPLIANCE ISSUED: j;r VARIANCE GRANTED: Yes No 0'S` i rL� � � t4' ,i._r---�• � . �I A I � I �Ut �� j ��� ,._., ._..,.,�,. }�¢ ,,:,� r � `.� � e ,5) 2tt7 HEV1 P, REVISIONS H 2 (2) KING 5W.(2) JACK EA.5119E H 2 12' sf A130Vg H 2 4x6 P07f�gLO1V 6'-3" 5'-9" 12'-101/4" 2'-101/4" 24'-81/2" .I z cv A U 6'-5" 8'-6' 4� o MASTERCLOSET ~ U AL;OVE CD ~ &\ T H2 18'-4" 6'-41/2" 0 42 :D za H2 C/) �p L) Z 1 I U F-1 (;) 2r9. o �, � SUt 00M `O (4) K1Nu SLUG. IV/19 r W (:) I >/4 x 9 I/'}I Vl., 3 O <D ,LACK EA SIDE 3 I. 4' ci z c�) KINLA SnAD, BEDROOM L SET A C z W 5K`A'lrf '�- r` (2) JACK EA 51119E ABOVE 4xH PO5r M3 OW I p, 4xn PO5f vc)vV Q, (2) I->/4x7-I/41Vl. �r (2) WK A slug r a LVI 12'- 6'- 1cu W H 2 o n , I SK(LlTdH _ z 9'-5" COMMONROOM T 1 KEY: Q Q MAST R BEDROOM "fBATHH2 NOTE: � � ®NgwWA,l, U Q 6 ALL HM9n l?5 C 3) 2 x 6 42 H.P WPLI =gXISnIJ;WAl l f0PgbIAIN Q UNLF55 OTH�I?WI5� NOTn, PEN T❑ BELUW e g:�IsnNGCONsn'I1CnQN fO f3E W.N.OVEG )� O k FIRST FLOOR PLAN SECOND FLOOR PLAN Sc ALg: 1/4" <1'0" r_, o U WIND❑ W, SKYLIGHT SCHEDULE D❑❑R SCHEDULE Z ° w U TYPE ROUGH ❑PENING (_W,xH,) TYPE ROUGH ❑PENING (W.xH.) a) xl C12 SINGLE CASEMENT 2-5/8' x 2-5/8' YV 1 EXTERIOR, FULL GLASS 38' x 82-1/2" "2 C22 TWIN CASEMENT COMBO4-1/2" z 2-5/8' P4 6 6 PANEL INTERIOR, MATCH EXISTING 30' x 82-1/2' � x1 C13 SINGLE CASEMENT 2-5/8' x 3-1/2' 1 CUSTOM ATTIC ENTRY 30' x 48" � W LUMISU '2 C23 TWIN CASEMENT 4'-1/2' x 3-1/2' e z '2 C14 SINGLE CASEMENT 2-5/8' x 4'-1/2' F�1 "1 C34 TRIPLE CASEMENT 6-3/8' x 4'-1/2' "1 C25 TWIN CASEMENT 4-1/2' x 5'-3/8' t -VN.17,2q7 `1 CW15 SINGLE CASEMENT 2'-4-7/8' x 5-3/8' .p 1 VSE-M04-2004 VELUX .SKYLIGHT 30-1/8' x 37-7/8' IA aisa 2 VSE-M06-2004 VELUX SKYLIGHT 30-1/8' x 45-3/4' ■ANDERSEN SERIES 400 , 4 ri a - •. - � �'.. - ate' .. ,. REVISIONS a„ 14 IT-10 CnNt�It7GEVENf 2A2 PIRsE MAM'z 2 fi 4 Iv I2 I12' IT F x`M. 0@1 • >v � 2x TH MAZZA C'LATE c'+ v' !� x i2" - / IZ BE ROOM CLOSET BA j/ C MMON ROOM 2xl0 @ 16' .C. 2xio 6 .C. L 2x10 @ 12'0.C. n-•�<r.ie y wsX2s® wa:2s ® SECO `D FLOOR FIRST FLOOR 0O - - FRAMI 1,4G PLAN FRAMING PLAN v� SUNROOM MASTER CLOSET BA H ? MASTER BEDROOM SUN OM - 2x10 @ 16'O.C. x x 6' .C. 2x10 16'O.C. t+nox4 ® wsx45 B, ws(45® wioR45® ^ 1�— 12:4 12:12 W z Q 0 SECTION A SECTION B F ROOF PLAN SCALE: 1/8" ®ro" A SCALE: I/4" - 1,0" 5CALE:''1/4 -POP y O °D.. a �,r. z CIO 11 fill .. s 14 LEFT SIDE,. O.20117 FRONT REAR RIGHT SIDE �N�' r W A LL R M ING A F r SCALE: ^ ar 4 I; GENERAL NOTES c 0 1. Contractor is responsible for Digsafe notification, Verification of Utilities ti fit. ( and protection of all underground utilities and pipes. m 40 10 o 4�-1-V 2. The septic tank an distri ution box shall be set to ; \ 40 \ , S 82D 07 30 li' �• level on 6' of 3/ 1�2 stone. 1 3. Backfill should be clean sand or gravel with no 222•27' ( N ] stones over 3' in size. 4. This system is subject to inspection during installation by Shay Environmental Services 10 !? IG 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan a PROJECT BENCH MARK and Local Regulations. TOP OF FOUNDATION v+ \ ELEV. 100.00 (ASSUMED) 6. If, during installation the contractor encounters any 104 i. -k 3s^ soil conditions or site conditions that are different > 1 qy \ from those shown on the soil log or in our design \ \ \ '� AK- TEST HOLE #1 installation must halt & immediate notification be �`-- ASPHALT �- — �- ,� made to Shay Environmental Services DRIVEWAY HOLE LOCUS MAP 7. No vehicle or heavy machinery shall drive over the e: septic system unless noted as H-20 septic components. \\ ` t-•itl~8'00 f02 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. �'N Al \ 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. ROOM _,� 10. All solid piping, tees & fittings shall be 4" diameter GAPME BASEMENT � . • �ZI —100 Schedule 40 NSF.PVC pipes with water tight joints. 11. Municipal Water is Connected to ALL OF The Abutting 0 h, a =i HOLE #2 Properties Within 150 Feet. 98.00 \ \ \ 1 DECK 0 ; ' THE PROPERTY LINES ARE APPROXIMATE AND #555 low' al. vi COMPILED FROM THE SURVEY PLAN BY BAXTER & NYE 1 \ aasrivc spa la" , c ENTITLED: "PLAN OF LAND OF LOT 66 MISTIC DRIVE. MARSTONS MILLS, MA 1 _ +.._• �'" s aaaRoor � ) b DATED: JUNE 11, 1985 1 g' HOD38 ttR �% ' ' ae AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 8,;"�.00 `, IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. o PROPOSED J 9e S `j h 1 ADDITION / 9 A ` ` o.74r- ob L PLOT PLAN I \ \ \ SEPTIC SYSTEM LOCATION \ — _ EXIST.CONDITIONS 8c PROPOSED ADDITION —9s PREPARED FOR I \ — ants_ -- - - - - - - - - - _ _84 JULIE PENN AT 555 MISTIC DRIVE ' ASSESSORS MAP 079, PARCEL 068 LOT #66 MARSTONS MILLS MA 45,900 Square Feet +/ of MASS PREPARED BY: 90 � E. �� '",4RJfEiV E. SHA Y A' 7ID 30' on" !P I ENVIRONMENTAL SERVICES 0 20 40 ! 9 c Sew P.O. Box 1576 50 ISM a MASHPEE, MA 02649 �S•"Nt iAA0' TEL/FAX 508-294-7498 SCALE: 1"=30' DRAWN BY: CES DATE: MARCH 20, 2017 SCALE: 1"=30' PROJECT#555 MISTIC RD FILENAME: 555 MISTIC.DWG SHEET 1 OF SITE LOCUSppHD 2-19' EXAM. ACCESS MANHOLE WDDLE S STE POW s " INLET 1 -� / OU NOTE: ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C. 10' min. from SECTION A A v �! THE ACCESS COVERS FOR THE SEPTIC TANK, Existing Foundation [house to septic tank CHAMBER cover must be �' DISTRIBUTION BOX AND LEACHING COMPONENT TOP OF FOUNDATION ELEV. 100.00 (Assumed) septic tonk coven must be D-BOX cover must be wiy,h, e• FlN,L gtpDE PROFILE VIEW OF LEACHING SYSTEM .-,-,a;,-• ,--..,_ ,-...--�'' within601a In. of finished grade within e' OF fiNAL OWE �•••• p ,n 4 F.,;••.5, .S,•. ' SET DEEPER iNAN a INCHES BELOW FINISHED GRADE SHALL BE RAISED TO WTHIN e' OF y Grade over Septic Tunk - ee 00 3 HOLE M-10 Orode°�0-9m-9e.00VW. SAS- sa'00 STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. /N - PLAN VIEW INSTALL TUF-TITE GAS BAFFLES OR EQUALS DIST. Sox t•to r r/s•>...ti.t t►+.As n.,,. o/r/e'-1/t•t..tis A,..a"r INSPECTION oowr must be S - 0.02 1 within a in. of finished grade 3-24' REMOVABLE COVERS s' Moxlmum Cow S-O.Ot or Greater Top OF System-Ow.-95.50 MST, pI N 1,000 GAL S- FROM EXIST.rOUNDATTUd SEP11C TANK /3' 0.01'Per foot .,. 711,4tAl, 0 0 0 • ' f 4' GENERAL NOTES 0 n min. deoronoe �. rn N 1S' �,w,•A, INLET VRi-il 12'mh. Inlet to outlet 1r sa eT'T' a H-10 .ir mh• �' 1. Contractor is responsible for Di safe notification, CONCRETE FULL Fa,Nw o vi o� �� Bs' - ss ' Lt-rd�wt- a'T ,'• and protection of all underground utilities and pipe8RIF1CATI0N a > m g o 0 4• 5.5' 4' ' w. uu SYSTEM PROFILE � eooMmaoa:a•.to��z• ; 'o s' • �. s' -T S Al s' -T level on •6" of 3�4�-1 1�22 stone. 2. The se tic tank a distri ion box shall be set c a o 3.5---" 4'-O'min. Not to Scale - c 1 g ; 3. Backfill should be clean sand or gravel with no Effective Length s-• '• Liquid depth " �s stones over 3 in size. Effecttve Vldth 0 SOIL ABSORPTION SYSTEM (SAS) �� �. 4. This system is subject to inspection during installation e In.of 3 1'-1 1 2' _ by Carmen E. Shay - Environmental Services Inc. NOTE: ALL COMPONENTS MUST HAVE RISERS TO iMTHIN 6" BELOW GRADE / / 500 - C H-10 LEACHING UNITS / ACME' PRECAST L •�: •:• �' •f•..:r, '1 ' composts! .tone 5. The contractor shall install this system in accordance Bottom of Test Hots 1 Elev.- t38.00 e'-0' 4'-t0' Not to Scale CROSS SECTION END-SECTION with Title V of the Massachusetts state code, the approved plan Groundwater Observed - NONE OBSERVED and Local Regulations. 6. If, during installation the contractor encounters any TYPICAL 1000 GALLON SEPTIC TANK soil conditions or site conditions that are different from those shown on the soil log or in our design NOT TO SCALE installation must halt do immediate notification be made to Carmen E. Shay - Environmental Services, Inc. P E R C 0 LATI O N TEST 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Date of Percolation Test: NOWMBER 23, 2010 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees do fittings shall be 4" diameter Results Witnessed By. DARREN MEYER -SANDWICH BOH Schedule 40 NSF PVC pipes with water tight joints. c o EXCAVATOR: Shay Env. Svcs. P'P 9 j • \ \ N CG Percolation Rate: <2 MPI O 50" 11. MUNICIPAL WATER IS NOT AVAILABLE TO THE SITE and Surrounding Properties WITHIN 150 FEET of PROPOSED SAS \ \ \ LOT #67 Test Hole Test Hole Test Hole Test Hole P N o. 1 N o. 2 N o. 3 N o. 4 PRIVATE WELLS LOCATED AS SHOWN. \ \ \ o O DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV,_ DEPTH SOILS ELEV. \ 0 100.00 0 98.00 0 9e.000 98.0° PROPERTY LINES ARE APPROXIMATE AND \ 1 \ 1 1 I Sandy Loom Sandy Loam Sandy Loam Sandy Loom YR 3/2 ENTITLED "CERTIFIED PLOTCOMPILED FROM THE BY PLAN OF E 555 MIS11CNGINEERING DRIVE, \ 1 1 ► O 10 YR 3/2 10 YR 3/2 10 A, 97 O'-B' 10 A, s7.5o MARSTONS MILLS, Me DATED DECEM ER 14, 1994 1 \ \ \ 1 \ \ i 1 S' 82D i °� a"-i3" A. 99.50 o"-e• A. 97.50 0'-6' AND IS NOT INTENDED TO 8E A SURVEY PLOT PLAN 0� 30" j Loamy Sand Loamy Sand �' + IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 1 NO s LAYER FOUND 10 YR 5/0 NO B LAYER FOUND 10 YR b/e \ THE SEPTIC SYSTEM INSTALLATION. 6'- 301' B• 95.50 8'- 30' Be 95.50 s Med-Coorse Med-Coarse .4- •1 \ + 1 + 1 \ \ Mod-Coons Mod-Coarse /,Q 1 + \ \ \ `� $°"d Sand Sand Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 28 Y 7/4 as Y 7/4 251 7/4 2.5 Y 7/4 FROM THE EXISTING LEACH PIT TO BE DISPOSED 8"- 120• G 90.00 30'-1201' C, W.00 e'- 120• C, 88.00 30"-120" C, a8.00 OF AS PER BOARD OF HEALTH SPECIFICATIONS. - EXISTING LEACH PIT TO BE PUMPED DRY do 1 1 ASPHALT1, Ali 1 -��- - \� \�\ `� FILLED IN PLACE 1 1 DRIV I \ •``. - ------ 106 1 ► + -t_____ 1 ��`__ �� ASSESSORS MAP 79 LOT 68 ZONING - RESIDENTIAL Pere #1 0 TP2 :`Y• Pere #2 0 TP3 TEST HALF J1 \� Depth to Pere:30" to 48" Depth to Pere: 30" to 48" ` \ Pere Rate- <2 MPI ASSUMED Pere Rate= <2 MPI ASSUMED - ELEV.- 100. " • bQ NO Groundwater Observed 0 1,38 NO Groundwater Observed 0138 ADJUSTMENT - NONE ADJUSTMENT - NONE No Observed ESHWT No Observed ESHWT THERE ARE WETLANDS ARE PRESENT WITHIN 200'-OF THE PROPERTY 1 t l 1 `� •� ____---104 _ - THERE ARE NO WETLANDS ARE PRESENT WITHIN 150' OF THE PROPOSED 7En HOLE #35, _ SAS AND ASSOCIATED WORK AREA. Room w/ ELEkn 98.00 1Full Q i I 1 t 1 Basement 28' ROM 11-C `\� �C LOT #44 y STiLEVM Fr MXT RT LEAASSTe2 FT. 12• CONdtETE COVER y, '; ' f 3 tr OUTLET �.. LEGEND O I I y �� i \ \ IOIOCIMTS I t 1 ';: S. e a• 12" INLET I I 1 ' • \ ® DENOTES PROPOSED I I I s�F4�. �` e• 8X0 A EXISTING D- pit `� :,a SPOT GRADE - 1 3 BEDROOM DECK • 3 NSA' - -ltstr 4" - SCH. 40 To,/-T... \ ------ tas• o HOUSE O � e� \ 102 PLAN SECTION CROSS-SECTION DENOTES EXISTING x 104.46 ' 1 I I \ r EXIST. al • SPOT GRADE O i ; \I I555 Septic Tanks t�?` �� PL v , 1 \\ \ �\ ��\ 3 HOLE H-10 DISTRIBUTION BOX PROPERTY LINE TEST HOLE #2 24' �� o PROPOSED CONTOUR ELEV.- 98.00 �i Filed b [`+/�► ' i ` ` oh Pit 97------97 EXISTING CONTOUR \ -_ Apo [Design Colculations I \ ` i DEEP TEST HOLE & \ \ 46.25 / �d vt PERCOLATION TEST LOCATION Number of Bedrooms: 3 Bedroom EXISTING ( 4 Design at Owners request) \\ TEST HOLE #4 �� � Garbage Grinder:.No FENCE \; ELEV.- 98.100 ; o: Leaching Capacity Required: 330 Gal./Day (MIN. PER TITLE V) Septic Tank i _ 2 x 330 Gal./Day - 660 USE EXIST. 1,000 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation ratfl of <2 mtn./inch40- Sldewoll PRIVATE DRINKING WATER WELL Bottom Area: 0.74 gal/sq. ft. x 435.5 sq. ft. - 322.27 gallons Area: 0.74 gal./sq. ft. x 186 sq. V. - 137.64 gallons REVISIONS Providing: - 459.91 gallons t •� �1 \ \ `.� _ �� [Use: (3) 5DO GALLDN H-10 CONCRETE CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, NO. DATE: DEFINITION SHED (5' W x 8.5' L) TO BE USED WITH 4' OF WASHED STONE SON THE SIDES AND 4 OF WASHED STONE ON THE ENDS. (SYSTEM SPEC -13 L x 33.5 W x 2 Eff. Depth) 1411 4/6/11 Design Coles/Ii10 Components PROJECT BENCH MARK TOP OF FOUNDATION � ` '`�,, '`•� ` ELEV. s= 100.00 (Assumed) PROPOSED _ 1 ` LOT #66 �``., `` ��. PREPARED FOR * 45,900 Square Feet t/- `, `, `, SUBSURFACE SEWAGE DISPOSAL SYSTEM .\ OF LOT #45 MISTIC DRIVE #555 8, JULIE E. PENN MARSTONS MILLS, MA 30' , 555 MISTIC DRIVE_ PREPARED BY: 0 MARSTONS MILLS, MA CD ` C1.rd2RffEyV E. SHAY LOT #65 _ ----- ---_ . ,��f .>k L, ENVIRONMENTAL SERVICES INC. 1 I jJ r J 0 20 40 50 185 ASHUMET ROAD r -' 90 ` MASHPEE MA 02649 ANITFSitr , SCALE' 1"=20' TEL/FAX 508-539-7966 i SCALE: 1 "=20' DRAWN BY: CES DATE: APRIL 4, 2011 PROJECT#SD-1204 ILENAME: SD1204PP.DWG SHEET 1 OF 1 i