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0084 HAMBLIN'S HAYWAY - Health
8 Htiinbliris.Hayway I Marstons Mills A = 045 023 1 i 214REl:YCIJ;p CIO ��z UPC 12934 �4 No. 2-153LY `�srco HASTINGS,MN i V\j f i i i TOWN OF BARNSTABLE LCNCATION X`1' Hmn4kij Hd Wj4 f4 SEWAGE # 02- 387 VIILLAa M, M,%I.S ASSESSOR'S MAP & LOT DyS= 021 INSTALLER'S NAME&PHONE NO. _SOFS- 5'10- 97 3 ./osr�li D1/�sfd►r�S SEPTIC TANK CAPACITY 9SO0 LEACHING FACILITY: (type)J,-06 6,m/D,,�e (size) .75 k /3 NO. OF BEDROOMS BUILDER OR OWNER AlkgPT Al rboha a PERMITDATE: Ly-G 2 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching faci 'ty) Feet Furnished by . S 0 No. Fee HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . Yes PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migpogal *pgtem Construction Vermit Application for a Permit to Construct( air( )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No.g Y h14,0b!el., 1414yuJl4� Owne 's Name,Address and Tel.No. W�6atr / 4,441 07,0,7/= Assessor's Map/Parcel Installer's Name,Address, d Tel.No. Designer's Name,Address an�Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repai or terations(Answer rhen applicable) .ZM ` rJ /" t1l, GPI 41" �� 14 S Gf'l 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 Certifi- cate of Compliance has been is6ued by this B and of ealt Signed ate Application Approved by X Date Application Disapproved fo the following reasons Lool 01 Permit No. Date Issued 0. Fee 'THE COMMONWEALTH OF MASSACHUSETTS` Entered in computer: t Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 0(pprication for Migogafffipgtem Congtruction permit Application for a Permit to Construct( air( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6✓ f�a/'��l/hs f�,dYGc/!4�J Owner's Name,Address and Tel.No. 115 Eer /1/,4,4. h h ohza- Assessor's Map/Parcel. F1 �sJS ty aew Installer's Name,Address/,,Vd Tel.No. Designer's Name,Address ano Tel.No. tJds"/o,4 Oti 67OPr0 3 ' f�IV Ire 1tiq'To,0 ,r Type of Building: u � Dwelling No.of Bedrooms / Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil i Nature of Repairs orAlterations(Answer when applicable) Z0sravl l lrOO 1�4 , DU &o/, tGhF_ Gv�► �� %G� S' Gyp 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 Certifi- cate of Compliance has been issued by this B and of eal Signed -� ate Application Approved by ;' _ _ yXIl Date Application Disapproved for thefollowing reasons e Permit No. �i Date Issued •. - --- -, - i------,-------------- -------- 1 # THE COMMONWEALTH OF MASSACHUSETTS s., BARNSTABLE, MASSACHUSETTS , i Certificate of (Compliance THIS IS TO CERTIFY, thatthe On'site Sewage Disposal System Constructed( 1—)-Repaired( )Upgraded( ) Abandoned( )by %l 1J� 4 !� at e.,114 has a constructed in accordance with the pr visions of itleyn�5 and the for Disposal System onstruction Permit o. '' ated Installer�6Q�e14 UG IQ1kr vS Designer 1N'!il The issuance of this permit shall not be construed as a guarantee that the syst ill fugction as Date t 1 t Z V Inspector ,-�y 4,j. � V ---�— �77THE --------- -3---------- �.—�Fee No. COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogal *pgtem Congtruction Permit ` Permission is hereby granted to Construct(6-Me-p � /air( )Upgrade( )Abandon / � System located at $ elHart, &-1 Ht4u�!/as 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:Cons tru 'o t �co �; led within three years of the date of this pe / ' p /� Date: / , I r�% Approved by / / _� - e TOWN OF BARNSTABLE C- LOCATION R`1' H�t✓6ib�il9s H wa SEWAGE # al- VILLAGE l?9, �'1-1,II,S ASSESSOR'S MAP & LOT 01— o23 INSTALLER'S NAME&PHONE NO. �'o�- S'2o- y73 �ostfoli ®��sr�'raS SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 13-2& 44'1 QZ-5e l (size) NO. OF BEDROOMS__ BUILDER OR OWNER 7- /4I0 r b aeo- ` r• PERMIT'DATE: 'y'0 COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 3D3 feet of leaching faci 'ty) Furnished by '®"Y r 'Q O VA TOWN OF BARNSTABLE LOCATION SEWAGE # �� VILLAGE )�jA/2ST0A/J �1,1/J ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. OCm-i 6671,wel-if fa-3- 5-a 36 SEPTIC TANK CAPACITY -111900 641 LEACHING FACILITY:(type)..7,-?Pl A;i /oZS (size) 3 X/�3 NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: 6/30jga DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No Ll 3 Z iKo', 9'8 L ® / L/ , No.. .rz�..-4 Fxs.. .........._ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE „ �ir�t#iaan fnr .Uhip ial Workii Tonotrurtwit rrmi Application is hereby made for a Permit to Construct ( ) or Repair (t an Individual Sewage Disposal System at: /� � � I I ...............�y....f..�rr� l.� 1�' w /: �.... .. .......-------- --------.........--------..........------ - ----------- ,��°: on.Address or Lot No. � T-- =•A2 c?n�-e -------------•----•----- ----....-•----......----------•--•----•---•---------------•---------------------.................. //�� Own r Address ...............00 .�...... ........ Installer Address d Type of Building Size Lot............................Sq. feet Dwelling�No. of Bedrooms-J..........................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers 0.ai YP g ---------------------------- P ( )--- Cafeteria ( ) a4Other fixtures ------------------------•-----------------------••-------•--•-•-••--------------------------------------••--..-•--- .....--_.. W Design gallons perperson Septic Tank—Liquid capacity........--.gallo Ll nghper day- W daily Width ... Diameter---------------- Depth.__gallons.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 ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.--.--.............. Depth to ground water........................ (Z4 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ P4 •---•-•-••-•-•-•-•-•---•••......................•••---••-•-•••......•=--•-••...............---------......................................................... 0 Description of Soil............................................................................... -------------------------------•-•----.............................................. W U ••-•--•--------------------•--••---•--•---•-•--•-•-.....---•••----•-•--•--.........••------•---•-•••-•••••--•---------•---•------•-••--••--------•---••-•••••---•--•-•----•--•-•----•-••-•---..._------ w U Nature of Repairs or Alterations—Answer when applicable...------.ARQ-------- ............- ---- ------------------------ 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 Complianyg has been ' ued by t oard of health. Signed . f..jF.............. -----------------------------------------.................... - -- ------------ .... --4l dt Dare ........... Application Approved By ............. �. Application Disapproved for the following reasons- ----- -------------------------------------------------------------------------- ------------------------------------------ '..-.......................................----------..........^.................. ........................-----------------....-----------....................... Date------ -...........------.-------......-------- Dace PermitNo. .. a.-.... -g ....-------- ------- Issued ----------------------------------------------------------------- No. �` _. FBs_-, THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appl ration for Disposal Works Tonotrudiort prrntit Application is hereby made for a Permit to Construct ( ) or Repair (�an Individual Sewage Disposal System at ---- y_ N,9mj/' g�"" _------------------------------------------ -.---- tjV or Lot No. ................ /... ._._..................................... ©CeH ► GC^er w f Address a ------------------------------------------- -----------------------------------------------------------------------------------_......M Installer Address UType of Building 3 Size Lot-------------------------Sq. feet �-1 Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T e of Building No. of ersons-•-------------•--•--_------ Showers YP g ---------------------------- P ( ) —-Cafetena ( ) 0 Other fixtures ------------•------------------------------------------------------------------------------------------------------------ ------------------- Designw 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 ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date--------------------------------------- M 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------------------------ P4 O Description of Soil------------------------- x ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------- w /fia0 -?/ - B0 Y -/- U Nature of Repairs or Alterations—Answer when ap1 licable------------------------------------------------------------------------------------------------ ----------............................................................... 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 Compliance has been//' ued by t Board of health. Signed ` AOAU DateApplication Approved By ----------------- ... c G e,.. - Application Disapproved for the following reasons: ---------------------------------------------------------------------------------------------------------------------------- ------ -------- ------------------ ----------------------------------------------- ---------------------------- -------------------------------------------- Permit No. . -----I--s -� a� Issued ------------------------------------ ----------------- � D to THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (9er#ifirak of (gompliunre THIS IS F=CEIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by --------------------------------- 1/ �}./ Installer at ? "- D?'.!-r.-.�.e-K--- -------A ................. has been installed in accordance with the r�vif TITLE 5 f The State Environmental Code as described in P the application for Disposal Works Construction Permit No. ----%_.�.�. _g_ �..... dated ------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------ ------------- (4 A� p ------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No../ -------------� Fes..3o--- �io�roottl orko �onvo�r�s#iun �rruti� Permission is hereby granted.......... ..........................................( A�m4 ----------- --------------------------------------------------------------- to Construct ( ) or Repair ) an Individual Sewage Disposal S�stem at No...-•-----�- - _��e.`_c---- 11r1_. ----- - - v ___ -- street j �Q'U as shown on the application for Disposal Works Construction Permit No�l-o`-�_.f__ Dated------------------------------------------ `-- �-------------- -- _ DATE-------------------/��✓� = ------------------------------ Board of Health FORM 365118 H0813S h WARREN.INC.,PUBLISHERS 24'3'- PRELIMINARY DRAWING 6-Q 4-4- 94r FOR DESIGN REVIEW r i EwsT. A b ANDERSEN ANDERSEN A6 A21-2 ABOVE A21-2 ABOVE ANDERSEN NEW A231 ABOVE STEP ANDERSEN ANDERSEN C245 C245 ANDERSEN FWG6051' R RAISE EXIST.DOOR 'I FOR NEW FLOOR HEIGHT ST NEW �)Q t-LF SUNROOM y T S I• (VAULTED CEILING& ti \� UNHFATEC) Wx66' rT EXIST. GARAGEOx�ST ANDERSEN ANDERSEN ANDERSEN \� TW 2842 TW 21646 TW 2842 A A6 FRONT ELEVATION FLOOR PLAN LEGEND: EXISTING WALLS CONSTRUCTION TO BE REMOVED NOTES: -,,;,• NEW CONSTRUCTION 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD FIT 2-) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, J DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT NEW W.C.SHINGLES SID NG TO MATCH EXISTING FIRST FLOOR TO BE 6-8"ABOVE SUBFLOOR i' N=-Vf WINDOW&DOOR TRIM • 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS To nuTCH ex snNG STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 --_ ` 5-) 110 MPH EXPOSURE B WIND ZONE 6-) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7-) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 9-) VERIFY ALL PLUMBING&ELECTRICAL DETAILS Wi OWNERS ON THE SITE REAR E L EVAT I O N DURING FRAMING CONSTRUCTION 10-)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ERRcpSIGtFWSsI KS REFOLEOIFAJ+Y SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW REMODELING FOR: E LS= ESPO SLE FOR OR FFGCNTI 1F-TSE ORAYI.WYS PRIOR TO START Or lt 1/4Tt _ 11 01, 43 BREWSTER ROAD COUVIN EEDRAYJNGS IFTHO,FT CO>JSTRU T^_ _ NARBONNE RESIDENCE OOSE ORASv,1TMOUi t.OELY FOT MASHPEE ,MA- 02649 OF-E0`11 ATIOTED NOTIERSEO DATE : ,TLSEORAVitIGS ER SOLELY FORTTE*. OF SE CIrtF_R:DIED,ES T-- Mt- 4 i'rESE ORAI:INGS RECARES TIE tMiIT1FN /4/2012 PH. (508 274-1166 ) COJSE"JT OF TIJE OES!G\�R V.'G-A TT+E ARctT:rcTURA;.gRYwcHr PRCTcccJ FAX(508)539-9402 84 HAMBLINS HAYWAY MARSTONS MILLS, MA ACT OF 1990. 24•-3 x NEW 12"DtA CONC. NAILINGSCHEDULE SONOTUBES TO Air BELOW GRADE.USE 110 MPH EXPOSURE B WIND ZONE SIMPSON ASU44 POST T-o" JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING BASE ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH ENO RIM BOARD TO RAFTER(END NAILED) 2-16 d 3 16d EACH END FASTEN NEW P.T.2 x 6 SILLS TO A EXIST.FOUND.WALLS W1 2-P.T.2 x 10s WALL FRAMING: b TOP PLATES AT INTERSECTIONS FACE NAILED) 4-16d 5-16d AT JOINTS 5/B'TITEN HD BOLTS 8"LG. ( @ 24'o.c..USE T SO. STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'o.c. PLATE WASHER G HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-8d 410d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-Bd 2AOd EACH END BLOCKING TO SILL OR TOP PLATE(TCE HAILED) 3AW 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 316d - 416d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 38d 310d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d41Gd PER JOIST - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT ROOF SHEATHING: - NEW ON P.T.2 z 4 SLEEPERS @ 24"o.c. WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16 o.c. 8d tOd 6'EDGE✓Ei FIELD RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d 4'EDGEJ4'FIELD GABLE END WALL RAKE OR RAKE TRUSS W!O OVERHANG Bel 10d 6'EDGEIG'FIELD O GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6'EDGEIS"FIELD WI STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOCKOUT BLOCKS 8d 10d 4"EDGE/4'FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — T'EDGE/If'FIELD EXIST. I WALL SHEATHING: — WOOD STRUCTURAL PANELS(PLYWOOD) GARAGE - STUDS SPACED UP TO 24'o.0 Bd 10d 6'EDGE/1Z'FIELD Ir2'8 2x32'FIBERBOARD PANELS 8d 3'EDGES FIELD NY GYPSUMI WALLBOARD Sd COOLERS — T EOGFJIG'FIEL D TT iT pO�j FLOOR SHEATHING: 4--/ `C� WOOD STRUCTURAL PANELS(PLYWOOD) V OR LESS THICKNESS Bd ICU 6'EGGE12 FIELD EXIST.CONC.SLAB GREATER THAN I'THICKNESS lod 16d 6'EDGEo FIELD ON POURED CONC. WALLS A EXIST_ROOF STRUCTURE TO REMAIN IN PLACE CONT.RIDGE VENT EXIST.1 /374':11 7N8'LVL RICGE BOARD 16-0'x 12 VERIFY CEILING MATERIALS EXIST. NEW 2 a 6s @ 16'o.c. W1 CINNERS DURING CONSTR. FRAMING PLAN NEW 2.8 BLOCKING FOR WIND WASHING EXIST.4 x 8'S -,T o c' TOP OF PLATE EXIST.LVL BEAM - CONT.AIU�S:VUM SOFFIT VENTS VERIFY WALL MATERIALS lN/OWNERS z NEW WALL CONST. NEW -2x4 STUDS @16'o.c. x FASTEN NEW P.T.2 x 6 SILLS TO S U N R OOM -Irr PLYWOOD SHEATHING INSTALL TWO FULL HEIGHT STUDS&TWO JACK (UNHEATED) -W.C.SHBiGIE SIDING EXIST.FOUND.WALLS W! STUD AT EACH SIDE OF ALL ROUGH OPENINGS 518'TITEN HD BOLTS 8"LG. .TIVEK HOUSE WRAP @ 24'o.c.-USE T SO. PLATE WASHER NEW W4'T 8 G PLYWOOD SUBFLOOR-GLUED 8 NAILED FIRST FLOOR V✓INDOW SUBfLOOR x I I APPLY SEALANT UNDER PLATE 2 6 WAIL NEW P.T.2.6s @ 16' JACK STUD ON P.T.2 x 4 SLEEPERS @ 24'o.c. (ROUGH OPENING) EXIST.CONC.SLAB ON POURED CONC. WALLS ROUGH OPENING DETAIL SCALE:1/2"=1'-0" BUILDING SECTION @ NEW SUNROOM COTUIT BAY DESIGN, LLC NEW REMODELING FOR: CESTVG%SUENERIUt51=NTRA/ ERRORS OR Cxtt5t DARE FWM ON SCALE : DRAWING NO. : rlgSc ORA'MtJGS PRIOR 10 ST OF 43 BREWSTER ROAD ESPCt1S191-` °' 1/4"= 1'-0" tt:fH-SE 0RAtv:WSS IF 00.STRUC11G1 MASHPEE MA. 02649 GO`arEORASWGSARttA LyFOR� �� NARBONNE RESIDENCE OES G•.£R OF 0.ITERRORS ORC•ASS OtS DATE - PH. (508))274-1166 ESE ORAVATGS IRE SO EOTKM t1EOF FAX (508) 539-9402 OF THE OV�R N01EG RE OMFUSE GF 84 HAMBLINS HAYWAY MARSTONS MILLS, MA ���,�SOPYR=. ARO__ .m $/4i2012 COt;SEW OFi =OEO`A-Rll^DERiV- AROMtECNRAI COPYR;G•ff P^�O1ECf:OK TOWN OF BARNSTABLE Z,3l2Al-9 -9 PM ', q I I s. � r 4' 1.5 nldC7 1 `V +1 1. f I k .. } -y- !�R IFdCl NN y.. ! �'/ -�SCAIE �DRAWN BV ATE d APPRO Ai -. ki sir I f t. { i f i � I " APPRO ED SCALE: /p.! DRAWN BY . DATE:'D3 G'9'0-3 : 'REVISED D AWING NUMBER :.. i I� i I - .. �'�4h'3�.t�i✓�' Per✓E i of 'SCALE: y !` ARPROVEO'BY:.I. DRAWN BY t .3AEVISiD PAT IN`iER s`yo. r' A-2 3•?8' ASO Me \ � I 9gs N vv Rd R`25.00 Design Calculatiois S°"° Street Number of Bedrooms: 4 Garbage Grinder: No Leaching Capacity Required: 440 Gal./Day Leaching Area Required: 4LO Gal./(0.74 Gal./Sq.Ft.)=595 Sq.Ft. Proposed Leaching Structure: 1-33.51 X 13'W X 2.0'D Leaching Trench c I TE Leaching Area Provided: 621 .5 Sq.Ft. ° n. `O� Proposed Leaching Capacity: 460 gpd > 440 gpd. req'd. \ a k O O �C 4 5 4 \ a/0 2" OF 1/8" TO 1/4 LOCUS PEASTONE (WASHED) �� OL NO SCALE O ® ® ® 24" MIN. 0 O �� / 3/4" TO 1 1/2" WASHED0CR0U0SHED STONE chambers GENERAL NOTES TRENCH CROSS-SECTION 1. ADDRESS: 84 HAMBLINS HA Ay \ X Q I-,,)-OIAM, ACCESS MANHOLE NO SCALE 2. ASSESSORS NUMBER: Map parcel 023 U.p 3. DEVELOPER'S LOT: LOT 24 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FORM AN a 5 ON THE GROUND INSTRUMENT SURVEY. 5. MUNICIPAL WATER IS PROVIDED TO SITE AND SURROUNDING PROPERTIES. 6. REFERENCE PLAN: PLAN BOOK 222 PAGE 157 7. NO WETLANDS ARE LOCATED WITHIN 100 FEET OF SAS. \ 8. NO POTABLE WELLS ARE LOCATED WITHIN 100 FEET OF SAS. 34„ �� j• © ® 24„ ---------- t -3 H 10 500 gal. chambers PLAN VIEW \ � END-SECTION o H-t0 1500 GALLON CHAMBER \ g eter NOT TO SCALE CONSTRUCTION NOTES y \ USE ACME PRECAST OR EQUAL 1. Contractor is responsible for Digsafe notification 0 0- \� NO. 84 and protection of all underground utilities end pipes. 2. The septic tank and distribution box shall be set OU�/'EL LEGEND level on should of e dean/2" stone. \ � � � 3. Backfill should be clean sand or gravel with no stones over 3" in size. TOF I-L,- 1 20,36' 4. This system is subject to inspection during installation \ o 0 o EXISTING 1500 GAL b Glen E. Harrington, R.S. R H-10 SEPTIC TANK y g v r 5. The contractor shall install this system in accordance 119, 3' Cellcr Wall x104.46 DENOTES EXISTING with Title V of the Massachusetts Environmental Code SPOT GRADE and the Regulations of the Town of Barnstable. y 6. Provide an Acme Precast 1,500 gal. H-10 septic tank, 5-hole H- 0 �� �� �� --------95 - EXISTING CONTOUR D-box, 3 H-10 500 gal. chambers or equal. DEEP TEST HOLE 7. No vehicle or heavy machinery shall drive over the 0 _- - septic system unless noted as H-20 septic components. to be 1_13--- 8. Install as baffle or equal on Septic tank outlet tee end. 0_1p - - PERCOLATION TEST g q p �- 12 9. Existing SAS, D-Box and leachate contaminated soil to be removed `\�' 11� / __� L_______ APPROX. LOCATION and disposed of properly off site. N 1 ,✓� W EXISTING WATER SERVICE S Q I L EVALUATION 15, � O 5 L �1� 10. All existing inverts and site conditions shall be verified by contractor. Dote of Soil Eval.: June 17, 2002 �1\1 , / CESSPOOLS (TO BE PUMPED & 11. Existing cesspools to be pumped & bockfilled. Test Performed By: GLEN E. HARRINGTON, R.S., CSE � ODj BACKFILLED) Perk Rate: Use <2 mppi N Excavator: Joey's Se tic Service 6o i TION Test Hole N ^ 1 `' EXISTING G GAS ASERVICE No. 1 GD DEPTH SOILS ELEV. �� O UI 0 09.85 N /� X loamy wood �� - ' •5 SHED 10" 0YR3/3 09.82 BW � 10b,4 36" °ioY 5%a 06.85 exist! 1 - 3 3.51 L X 13 W X 2 .0' D C t N SAS �o n \ / \ leachlg trench using sand o 3 H - 1 0 500 gal . chambers with 2.5Y6/4 N` 4' of stone on sides & ends\ 132" 98.85' NO GIN ENCOUNTERED / 105.03` -yNOFA�,� PROPOSED SEPTIC SYSTEM UPGRADE N�`rl, ' \ EN - PREPARED FOR N M ° LOT ALBERT J. NARBONNE, JR. ET UX / 23 \ p 1-R 1070 N CIO AT AREA - 34,020± SQ.FT. �O 84 HAMBLINS HAYWAY S FOISTEQ'�� BARNSTABLE (MARSTONS MILLS), MA *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. 9 MITAR` 0' min. from *NOTE INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. �d .t-_ 0 house to sept'c tank Finished grade over system=2% slope away PREPARED BY: Existing 24" dia. 5 HOLE q F-� Existing House cost iron covers at grade DIST. BOX / S /1 � /E I / Y R S ETOExisting tang Hous6• E t iron Aat Existing Grade Elev.=108'± /// //�\ V ,I`�\ 9 ' . . ... . .. � � GLEN E. HARR NG Cell r ` 0.02 Min 2"-1/8"-1/2 2"m'n 9 L E D A R O S E LANE 36 max. SITE PLAN I � q 5 1 Level for 2' woshed stone TOp Peastone Elev.=106.35" �1 I T E I �A N M A R S TO N S MILLS, MA 02648 W C I I 20' PROf?OSED s=.oi rs' o n SEPO°C TANK 0 21' overt lev.=105.85" i H-10 o 000 0 24 M'" Bottom of Leach SCALE: 1 "=20' TEL: 508-428-3862 INSTALL GAS BAFFLE „ u o It 33.5' Trench Elev.= 103.85 OR EOUAL BENCH MARKoN CONCRETE BOUND FAX: 508-428-3862 o LEACH TRENCH 5.0' ELEV. 100.00' ASSUMED 6" OF 3/4"-'1/2" STONE - f Bottom TH # 1 Elev.=98.85 SCALE: 1 "=20' DRAWN BY: GEH AUG. 25, 2002 w SYSTEM PROFILE 6" of 3/4"-1</2" STONE DATUM: ASSUMED FILE: NARBONNE.DWG SHEET 1 OF 1 Not to Scale