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HomeMy WebLinkAbout0132 WAYLAND ROAD - Health 132 Wayland Rd ..�.._.. .. � Hyannis A= 271 - 204 a i i r 0c) s- Town;of Barnstable —7 Department of Regulatory Services crests, Public Health Division Date .bsy 200 Main Str t,Hyannis MA 02601 Date Scheduled 0 Time� Fee Pd. ,00 Assessment for Sewage ispo Soil Suitability sal ' Performed By:�t7Vi n CO(l�[-( D i ��' Witnessed By. t/ ` J_ LOCATION&GENERAL INFORMATION Location Address 3 waytq�� �q Owner's Name P'fiuyr!D�y ✓ CG e 32- j1 \Ul i ) Address . yqGlHi S 1 61 A Assessor's Ma /Prcel: `�/ Engineer's Name l/1[� C + i NEW CONSTRUE PION REPAIR Telephone# Land Use JZ 61G% e h+ICA 1 Slopes(go) ® Surface Stones hwis)15, Distances from:. Open Water Body 100 t ft Possible Wet,Area 160 ft Drinking Water Well + �V �ft Other ft Drainage Way" ft. Property Line SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)---------------------------- - �� WA YLAND RDAD -- 100_00 Ft — - I I' 1 i i GROUNDWATER ADJUSTMENT EXISTING GROUNDWATER LEVEL BASED ON TOWN OF BARNSTABLE mI I GIS DEPARTMENT RECORDS. INDICATED GW 28.00 INDEX WELL AIW-230 m ZONE D i N READING DATE SEPT. 2007 -1 I� t READING 25.6 I I ADJUSTMENT 6.6 ® ADJUSTED GW 34.8 I 100.00 Ft roe N 0 t: Depth to Fled Parent material(geologic) v T Depth to Groundwater. Standing Water in Hole: N v tom. Weeping from Pit Face ® — Estimated Seasonal:I-Iigh Groundwater �Cl< ►J RDy c- DETERMINATION FOR SEASONAL HIGH WATER TABLE f n Method Used: �>? -,, Depth observed standing in obs.hole: in. Depth to Sail mottles: f[ Depth toiwee in from side of obs.hole: in. oroundwater Adjustment P P g _ , , Adj.(�r�undwaterl?eVal..,� � Index Well# Reading Date: Index Well level --- p d).factor =i 1 PERCOLATION TEST Date itit 17/0'1 Observation Time at 9" ..r..6 `L.. Hole# Depth of Perc Z 01 Time at G' 2 I- JC Start Pre-soak Time.@ ^S Time End Pre-soak r' 2yA p; Rate Mtn./Inch Site Suitability Assessment Site Passed V Site Failed; Additional Testing Needed(Y/N) Original: Public He;ttth Division Observation Hole Data To Be Completed on Back------ ***If percola#on test is to be conducted within 100' of wetland,you must first notify the Barnstable C40servation Division at least one(1)week prior to beginning. Q:ISEPTn,PERCr m.DOC SOIL - TEST LOG -- - - DATE OF TEST: OCTOBER 19, 2007 APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 e WITNESSED BY: DAVID STANTON. HEALTH DEPT- PERC NUMBER: 12008 NO TEST PIT I PAARENDTUNDWATEMAATERI R EL: PROGLAC ALD OUTWASH PERC 'AT 72 to - 2 MIN/INCH IN C2 SOILS ELEVATION' DEPTH SOIL USDA SOIL _ SOIL COLOR SOIL OTHER (INCHES) .HORIZON { F TEXTURE __ (MUNSELU MOTTLING 49.68 -0-3 'FILL i 3-5 O WOOD_LOAM ,_ 10 YR 2/1 NONE FRIABLE -5-7 - E LOAMY SAND• - 10 YR 5/1 - NONE- FRIABLE 7-11 A LOAMY SAND 10 YR•3/3 NONE FRIABLE 11-26 B SANDY-'LOAM + 10 YR 4/6 NONE FRIABLE 46.47 26-40- ;-Cl- -` SIL'T' - 10 YR',6/3 - NONE FIRM 40-120 C2--. MEDUIM-SAND 10 YR 6/4 - NONE LOOSE 39.8ENU + TEST r P I T PAARENOTU MATERIAL: PROGLAC ALD OUTWASH - — PERC.•AT 80 to - 2 MIN/INCH IN C SOILS ELEVATION DEPTH 'SOIL { USDA SOIL SOIL COLOR -SOIL- OTHER . (INCHES) HORIZON TEXTURE (MUNSELU MOTTLING 50.15 _ _ 0-3 O WOOD LOAM _ , _ 10 YR 2/2 NONE FRIABLE 3-5 E� C°. LOAMY. SAND = 10 YR 4/1 NONE FRIABLE 4,- 5-9. A` LOAMY SAND 10 YR 3/3 NONE FRIABLE 9-26 B SANDY LOAM — — 10 YR 4/6.- NONE FRIABLE 46.65 26-42 C1. __ SILT 10 YR' 6/3 NONE_ FIRM 42-144 C2 MEDUIM SAND i� V 10 YR 6/4 NONE LOOSE 38.35 :DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. onsisten ra el i d Flood Insuranke Rate Map: /' Above 5,00 year flood boundary No— Yes-V Within 500 year boundary No /� Yes Within 100 year flood boundary No_1L_ Yes Depth of Natufally Occurring Pervious Material Does at least fo�lr feet of naturally occurring pervious material exist in all areas observed throughout the area proposed fbr the soil absorption system? q e If not,what is the depth of naturally occurring pervious material? j Cert'ification I certify that on.QOV 01 (date)I have passed the soil evaluator examination approved by the Department of environmental Protection and that the above analysis was performed by Me consistent wi the required training.expertise and experience described in 310 CUR 15.017. �y�N OF M,18, Signature d"�" "� ' ' Date OC�p 'e r_W 1 � DAVID gn o D. " COUGHANOWIR �0 "CE N S�� Q Q:�S.EPTICIPERCI ORM.DOC /� E VA L U PLO Town:of Barnstable do Regulatory services p�p `Thamas.KGeiieri-DiErector :. * saxxsraxsusy : _ : Public Health Division ThomasMcKean;.Diireetor... 2QQ 11tCain Street;.HYax�is;NLA.fl26�t. . Office:.548-862=4644 . . Fax::508-790-6304 . - I Installer&Desitner Certification Form Date. 'ol .0 Se�v a.Permtt#.: Assessor's_1VIa /�� . _ F Designer:. �'CO ��� Installer: �/(/., / !lblhn Address: Address ./�1r1a'_/� � t19� !w was:issued a permit to.:instali a (date) (installer). . . septic system based on__a design drawnby (address) dated (designer) .. I certify that.the septic sysfein referenced above was.installed substantially according to the:-design;.which mayy include minor:approved changes-such as--lateral relocation of the .. .distribution.box:and/or.sep c tank:: I-certifji that the septic system-referenced above was iiistalled with major changes:(i e greater..than 10' lateral-relocation of the SAS or any vertical relacatiori of aiiy component o the septic system}bnt'in accorclatice`with State&Kcal Regulatiaris Plat : evisiou or :.certified as built by-designer to-follow. : - tii OF 41, -DAVrQ taller's:Si ature c G wR y OU Hi�NO 9 0 �c s T ITAfttAzx (Designer's Signature).:. -(Affix Designer's Stamp Iere) PLEASE ::RETURN :T© BARNSTABLE :i'UBLtC:': AL' :DIVISI©N.. CERTIFICA'10E: OF COMPLIANCE .WML_NOT:BE:.ISSUED UNTIL BOTH TMSTORW AND :AS-BUMT.CARD.:ARE RECEIVED:BY-THE-BARNSTABLE PUBLIC.E EALTH DIVMON::-THANK YOU:. :.: Q:Health/Septic/Designer,Cddfication Rw i3=26-04:doc No. C ,,o i'` t� Feeb 10Q' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: f PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprication for Mizpogal *pwm Comaruction Verna Application for a Permit to Construct( ) Repair Y) Upgrade( ) Abandon( ) ❑Complete System ❑Individuaal Components Location Address or of No. ��^, ` ' `S Oyne�r N®,l�dreXe Tel.No. ���"�a D''� Assessor's Map/P cel °�`! ( 'gg ?0-&-X ���� �/T CS-1!,'9 Installer'sA�dldress,and Tel. �' D �gner's Name Ad ess and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (n.P Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �p Design Flow(min.required) 3 3 V gpd Design flow provided 3'� 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) n�,� (ems � � 4 t s � �-s 6C- -�-Q�,, zif ETu-� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed ti Date Application Approved by Date 10 Application Disapproved by: Date for the following reasons Permit No. �v d ` Date Issued j 0 o ..�.-.>9.M,. S„-.-,,;s+s°vim- .,,,-�??'�,;�;.w�,.,.�,.'�`_�''' �t�"`'' f. �.x-_ -,.r•. .;: ...,;.,r.- t.,w. •r. No. ojLr7f L Fee THE D C THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes apphi-ation for �Ngonl *pgtemc Con5truction Permit Application for a Permit to Construct( ) Repair j)0 Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No �^ ` �,� �66150X �' Name 1A,�djdre�ss�an�d Tel.No. � �a �q IC L.If LS C�i•�c/ ?_ 0 `i Assessor's Map/Patcel " 'd`'� + („ "'301 ' ��� Q Lo/ 7 CG 149 Installer's aret,Address,and Tel. o, Designer's Name,A_dd ess and Tel.No. o-Cams `o'99 WV 1IC, �r►car 1�, C...� s "Lo,c�, . ;, Type of Building: t 'Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ). Cafeteria( ) Other Fixtures r Design Flow(min.required) _ gpd Design flow provided 7 S 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) �' 0.Q� Date last inspected: Agreement: The undersigned agrees to ensure the construction`and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the.system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed y Date /��--�I, (� 7 Application,Approved by Date /0 ^,1--3 'O ' Application Disapproved by: Date for the following reasons Permit No. )"-d d " q 7.6 Date Issued /o — T THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired O Upgraded ( ) Abandoned( )by `LJ tYN R6�N n SVy-\ Sr at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a2p0 _ 7.6 dated 2'3-6 Installer /1 Designer #bedrooms �� Approved design flow gpd The issuance of this permit shamlnot be construed as a guarantee that the syste 91 unction a designed. �C" C Date A( {�/ 7 Inspectorv�, /i�+/>��„-�v No. 9-0 0 7--97 fo t: Fee` V o, D I THE COMMONWEALTH OF MASSACHUSETTS dk PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS X1igpogal *pgtem QCongtruction 'Permit Permission is hereby granted to Construct ( ) Repair O Upgrade ( ) Abandon ( ) System located at 4"a-A-)✓� t , h and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date d r 6 Approved by L-= iS 220 Pitparmion of flans and Npenncanu­ n o••+ Thd plans and specifications .for every on-sire system shall be prepared.as follows: (1) -Zvery system shall be designed by a Massachusetts Registered Professional Engineer or a'Massach�sctrs Registered-Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more thin 2,000 gallons per day pu.=suant to 310 CMR 15.203. Any other•ag-ent of the owner..may prepare-plans for the repair of'a system.designed to discharg:not more.than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by:a Massachusetts Registered Sanitarian and,approvcd by the.approving • autnorit}; (2). .Every. ,plan submitted for approval must-be dated and bear the stamp and signature of- the designer, (3f Every plan for a new system or plan for the 4grada or expansion of an wasting:system ' ' which requires a variance to a property"tine. setback distance, tnust:alsn reference'a plan Nwhich bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with MAL. c, 1I2, CUD: (4) Every plan for a tystem shall be of suitable scale(one inch=40 feet or fewer for plot /plans and one inch ZO feat or fewer for details of system components). �,qd shall include. : ,ctinn of: (a the legal boandar'es of the facility to be served: - the holder and location of any easements appurtenant to or which could impact the - - • X,� thelocationofthe all dwdlling(s)ar buildiag(s)existing and proposed on the.facitydentifigatidri of those,to be served by the system; " • - (d) the--kcation of existing or proposed imperci-ous•areas; including:jlri"vav1ays and p king areas; e) location and�'irncrsions of th'e system (including reserve area); system design calculations, including design daily sewage flow, septic tank capacity (zcgttircd tion system,eapacity (required and provided); and and provided); sail absorp - w ether system is designed for garbage grndcr, g) North arrow and existing and proposed coruours; Iodation and'lag of deep'obs-rvadon hole tests including the date of test, existing grade elevations marked on each test, and he Haines of the rearescntativc of the ap ving authority and soil evaluator, / ovation and res Lis of percolation'tests including the gate of test and the.names of e zcprescntative of the approving authorty and soil_zvaluatar, . (l) name and cettrficafzoz;ntzmbcr-of the S oil-Evahqator of record: (k) location of every'crater supply,public and private, 1. within 400 feet of the proposed system location in the cue of surface ulamr supplies•and gravel packed public water supply wells, 2. within, 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 130 feet.of the ;pioposed-system,location iri the case of.private water supply WCM. 1)-- location cf-any'surface waters of the Camrnonwealtlt�rivers, bordering vegemted wetlands, salt marshes, inland or coastal banks. regulatory floodway, yelocity zone, surface water supplies, tributaries to surface water supplies,certified vemal pools,privaie ' water supplies or-suction lines, ,travel packed-or tubular public water supply wells, ' .. subsurface .drains, leaching catch basins, or dry well and She location of any nitrogen sensitive area identified'in 310 C1vLR 15.1 I5 within which portions of the gropased _..._ /" sY aro located. location of water lines and•other sabsurface utilities on the facility; n) cbseived and adjusted ground-water elevition in the vicinity of the system; a cempleto profile of the system; •a note on the plan listing all variances to tlte.provisions of CMit 15.000 sought 5in conjunction with the plan; q) the location and•elevation of one berc..'tmark.within 50 to 7S feet of the facility i�which is riot subject to d,slocadon or loss.d}:r'.ng consavction'oil'the faciu*l (r) when-dosing is'proposcd, 'camplcte desigzan�•'spe�cation.of the dosing system prepo.sed including but got limited to dosing,charnber capacity (required and:proyidcd),' . r dbsi,P cy^1es and depth per cycle; pump curves and.specifications, number a. (s) who r a Rccirculatiita Sand Filter or equivalent alternative technology is required or oposed, a complete plan and specification for the system,including a hydraulic profile; ( a ocus pl2ru,to show t<'te Iaca4on of the Facility including the nearest existing strec:; ( the strcct number and lot numixr, if any, cf t.5e facility; and mater_•als of constvction.artd toe specifications of the system. TOWN OF BARNSTABLE LOCATION J 3 2 WAQh4kV0 ROAD SEWAGE# ;tOO7--y7>o VILLAGE N 4,gPV /%5 ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY ( 000 LEACHING FACILITY:(type) v I¢`EC (size) 9 S X t Z X 2 NO.OF BEDROOMS. 3 OWNER #' MOR 9 0 111,4?C— PERMIT DATE: V COMPLIANCE DATE: 1 0/,2-1,/d 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 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 N � � � �_ W uJ v� � w a .,. � ., c w � _ ,��� � � T. s i 0 63 � 0 � ` �. �. , L AT N SEWAGE PERMIT NO. VILLA _ INSTA LL R'S MAIN Ir i r9DDRESS GUILDER OR OWNER " DATE : PERMIT ISSUED - DATE COMPLIANCE ISSUED S��t _- �Z � �� 2� 2 L L2 2S�o� �a �("J� � No......................... FimB y.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........Town....................oF.....Barnstable..-.-- t ---------------------------------------------- /3 a- Apptiratiou for Disputial 10orkii Tonstrurtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at L �k , Hyannis.,... ...... -••oc ion-Ad ess or Lot No. Capricorn Realtor--rust 765_ Falmouth Road,_ Hyannis___ ____•- ___ - .--- W Steve Lebel Owner Address ............................. ......_.. Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms........3.................................Expansion Attic ( ) Garbage Grinder ( ) ,a _ aOther—Type of Building Ran&k1______________ No. of persons............................ Showers ( 2) — Cafeteria ( ) dOther fixtures ...................................................................................................................................................... W Design Flow.........55_..._.........................gallons per person per day. Total daily flow--------. ._________________.__._____��lons. WSeptic Tank—Liquid capacity10QQgallons Length__8'6"___ Width__�'_'_9" Diameter________________ Depth__?---8...... x Disposal Trench—No_ ____________________ Width.................... Total Length..................... Total leaching area____.______._----- sq' ft. Seepage Pit No___________________ Diameter_._._6_-_________. Depth below inlet.___6.�........... Total leaching area____.2bb.... sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed b Eldredge Engineering -•- Date 11 -$1 Test Pit No. i._—.2...Qminutes per inch Depth of Test Pit _._1.�_ Depth to ground water_Tlpne...encounter 44 Test Pit No. 2___1�LlA....minutes per inch Depth of Test Pit---N/A........ Depth to ground water-------N/1�..... 9 O Description of Soil........D�•=2-1-----------_I.toym--&---T.o_p�Qil,----------------------------•-------------•-------------------------•-•--.....----------•----- v - ---------------2_ 10- ----•-Medium_-Yellow__Sand----------------------- - 1Q'--12-'----_.__-11!I�_ ,_--White---Sand --traces--of-- Gravel/no water at 12 ' U 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 A.iT_E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bSq issued by the board ealth. SignedIZZ044 f :---- -•- -- (Z...2 a" Application Approved By......._.... , ®�— �ez -'�g-----�- ----••................••-• -------•-----------Date / ..._.... Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------•--•--- ......._•-•---•--------------•---------•-----------•••••-----------•-••••....--------•----------•••-----•--••----•-----•------------------------------------•-------•_...----------•-•---••-----._..... Date PermitNo......................................................... Issued....................................................... Date No........................ ... J FEs..., THE COMMONWEALTH OF MASSACHUSETTS �j BOARD OF HEALTH ?ns�M '.�t aav, +n 1.1., .-•----....... .....O F........................:......... .............................................. Appliration for Biopoottl Workii Tumtrnrtion firrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ......... ... .ll' .u... ..... ..... ....... ' �oLtion-Address or Lot No. uan:�ic��-xz er1 tv �Iat 749 -+aZ mm,t�-�, T„q.a .... •.................... ------------...--•----•-•---_.... ........--•--................................ .••. Owner Address W itevE 1ebe Installer Address QType of Building Size Lot.............:..............Sq. feet Dwelling—No. of Bedrooms.........:................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ..rn'rf.. ............ No. of persons............................ Showers Cafeteria ( ) Other fixtures -------------------------------- - W Design Flow_._........5:<;-_---•--•-•--•-------------gallons per person per day. Total daily flow._....._3ID...........................gallons. WSeptic Tank—Liquid capacity..0.00gallons Length..8'.6"... Width...l•1,--'-10"Diameter................ Depth...}'. ..... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.......1............ Diameter......6............ Depth below inlet.....(.-........... Total leaching area.....2E6....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by._..._=�--_Z?�'�'= - _.-'-?�,-�.r Q� •� � � 2. 8�..............Date__._ .._._. ram.. Test Pit No. l.._ _... inutes per inch Depth o£ Test Pit.._1_ ' Depth to ground water.._ x�e_..ec0unter- .-1 2.On P P 2 P Test Pit No. 2...£/A....minutes per inch Depth of Test Pit...Pi ....._.. Depth to ground water.......I?� ...._... e d R+ --••------------------------•-----------------•-•------------------------------•••--••-•••--•---•........................................................... ODescription of Soil........0.-!--2•°............Laam--- e---`-lepS-el -------------------------•-------------------•----•-----------------•-----•----•-----------_- .2'--1:p'---_--'e4j urn..Yellow...Sand-----•.......................•-------------------••-------------------...--------- W -------------------------------------10.1--1-V---------1=e—a.---"-fihd to--Sand/tra-ces-•ef... ravel/-'''--c---wa_ter..at...12 ' 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 TTTLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of�health. Signed---- ._.�._• J,..� - �- �"==----�.r,� =�--'�-----•---._ i..�-f---Z-�/�—!.- - JDate Application Approved E .-n:. _--���--r1-..._..� �_-�-�-. -_3�_-��..:_.... PP PP Y .... __ -----------------•-------- -- Application Disapproved for the following reasons:_..._... /....................................................................... Date___--__.-_... ------••-•----•-•..............•-----••--•-----•-...••--•-••-•••---•••-•-----•--•-•---•-•-.._..••--•-...................................•••......................••...•-----.....•--- -------------- Date PermitNo....................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........°:;*n �rrtifirtttle of f�ontfittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.....`.+.'Ove 'Let-!1. .----......-•-•----•---•.............................................••-••...-•------------------.-----•----•-----•------•-----•-•--•--•--------•-----.------.---•------------ Installer 4 has been installed in accordance wlt?tthe provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.__ ^.- - ............. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SA ISFA TORY. 0 DATE........................................... ...... Inspector................. A.4 ...................................... THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH' Noy��.'.!�..�?��... ......:.. �,s-+n,..:.........OF....., �..h '��................................... FEE . r .... �io�rr�ol orko �onotrnrtion �rutit . �'.•.. J L�..... Permission is hereby granted-- �sr^.._... .... to Construct ( ) or Repair ( ) an Individual ewage Disposal System atNo........'. .....tY.3.........Z .... ..._ = ....... ------------------------------------------------------------------------------- �� F +'Street as shown on the application for Disposal Works Construction Permit No............. ...... ated.......................................... ✓ ./ /i✓ -r Board�of DATE... Health f=`�'Q -Z. ...----••-•----._....-- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 4yt ll/V D O w { �aeC V Qq• O E , 10 29.0 /00 Q 13 LI ? QqN� •Q.R. f I P Ro C� O m ,,, cl 02 ° 4-Y f - x Le-AcN,Per LG71J E K1� : Lor 45 f In,obo 5.F, W i 7-)TH 1 c) 9 c(3/DN TfW i AL RT' ti� OWNERS aQ `- s EL- 139.Bo UNkNoW►� t 0 SE �- No. 10951 O SGH LIM AN /OMAI- ►rwrava� 1 LEGEND ��"°F.Mgss9� CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION CaO y� EXISTING CONTOUR"---. 0 --� Ro►+N. FINISHED SPOT ELEVATION i J-o-r 1+5 WAYLAND ROAD NYANN►S FINISHED CONTOUR 0 .t No.2W7a 0IN RG/8TEOQ` APPROVED BOARD OF HEALTH evNo su�� ,�,��i, IA 2 LAoIIIASS* — SCALEI I " r 3d DATE& No,, WL Pl . DATE AGENT LOREDGE ENGINEERING COL INC) CLIENT F-,-e—c0 ._ I CERTIFY THAT , THE PROPOSED EGISTERE REGISTERED JOB N0. °�--- BUILDING SHOWN ON THIS PLAN { CIVIL LAN ��� . CONFORMS TO THE ZONING LAWS ENGINEER SURVEY DR.BY ...... OF BARNSTA LE ASS. CH. BYE 2.E. 12 MAIN ST. 12i HYANNIS, MASS. gHEET.!. OF DATE G. LAND SURVEYOR '! 20 FT.. M/N. /VOTE /F E/7H_, TNE.5EPT/C TAiVK OR %,E�tGH//vG P/T ARE MORE /2BEL01V MIS/ �rRAOE, A 24'-DIAM.E7.ER CONCR'.ETE CO!>E TO GRA . � :ET.E'ASHALL eEBROlJGHT X ' 4"PVC PIPE CONCRCTE M/N. PITCH NE'4YY-C^ST/RO/Y Co{iER .SHALL 13E US A=.D y EL=9(,O co /BIPEiQtT /F/N DR/VEyt/.4Y • �. C 7 i ;o: G ADE COVER' GLEAN .SANG L/QUID LEVEL - �l _ 2'LAYER I ROIJ P/ i ao� OF I�8'_-��B. �J I ocO MIN.P/TtN G.4L. ° • 1 1 • • a • • • • s •4 WASHED 57ON-C ! :. V4�Prx /T. SE-PTIC TANK 4/ST. o • s • • • • • • • • ,•a a • s • • • DEP7, • • • • v . WA5HEh STOiYE f ,;�, - • s • • • + a ••► / rev • i p, • • • • + • • • p p PRECAST S.EE.PAGE 4-1 i 42.P.D. a •. • • • • • . • • • o P/7 OR EQ[//V. r lNf�ieR'T CLEYAT/OHS �$.5 x 1.0 &.P. D. • s EL= gl•o i lNYERT AT QUILDING 89.0 Cr i Pr CA PAS rY 549 .P, D 1 o FT. OIAm. C�sFE TABULATION INLET SEPT'!C .TANK .2 FT. OUTLET SEPT/C Ti�NK �� FT. i /HEFT OISTR/B!!T/ON 80X 8 1 4' FT. .SEC7"/ON OF GROVNO JtTE/r THOLE ' pt/TLETD/STR/B/ITIOJV BQX �'i .'1. �► II1rLET LEACHING P/T 8-i.0 FT. SEWAGE O/S'POSA L SYSTEM. TABULATION LE.ACH/NG P/7' 3 FT F $CAl_E %� s �=p� O/MENS/ON' . DES/GN CR/TER/.� DILf.HvsJaN 8 FT. ' 4AtVAfJER OF BEDROOMS 3 D/MENS/ON C GARBAGE DISPOSAL I/^//T O SOIL LOGTEST TOTAL &_ 711 4rel> FLO*V 330 GA4.1DAY SO/L TEST 11tI SOIL 7l=5T 2 AWAI&ER'aAr 4EACNI/V6. P/Ts_ I fELEK �"ELOrY. DATE OF SO/L TEST S/OE A.,— NG PER P/T I gQ 3Y•7 �T. i � RESULTS h/ITNESSED 8Y 00TTOM LG4CHIN&PER PIT � SQ. PT. — O-2 040 LOAM) ��RCOLAT/ON /LATE�/ �� M!N•I/NCH TOTilL LEACH//VG •4REA ESQ. FT FIEhCO,LAT`!oN RATE j*2 T�-iA" /y/Ay,//r/CN RESERVE LEACHING AREA �� S.P. FT. / 2. et m M ��P�ZN OF Mq�s�c ��►*'X� k\a '; ILI-irl' SAND Lc= 45 OHN �\ LBFR ER , r_+ / 1� v No-1 5i�o EL DREDGE ENG/NE RlJVG GO,/NG. ,`'/STER pQ` IST'& S 1EL=-716 71Z /NA/N Sr. HYAAW S MASS. ® NO G/tOUND kVATER ENCOUNTE-R,rP • Q GM 0 UWO J-VA JOB HYANNIS. MA ROAD CONTOURS FALMOUTH r ROUTE Z8. EXISTING " MINIMAL GRADING PROPOSED / ROAD = m LL 0Zr , ' GARBAGE GRINDER m N - O N 0:rw � \ t IS NOT ALLOWED y �uJ amo WITH THIS DESIGN. < j H J m / ` �! WA TER 3 r m, =Z MJc(7 � `ATE \O� A� LOCUS m O U-- / I E l 3 . \eee v w.. d / O (v e�f T 50 ��, ( LOCUS MAP �UJ < < / ti \ w Ln zW O /v j k NOT TO SCALE J <(no\ v m N3 wo wm W DI S TA NCES SNOT TO CALE = Z -- X w O / 3 / �-50 z� '-I w_ Z F-af % / / TO LEACHING GALLERY M Z U _J O _ / FEETDISTANCES NOT IN FEE AND ALL ARE IN DECIMAL _ _ LOT 45 o Y o e cm F w Q w N AREA = 12000 s f+- % w= 0 3� w T LEGEND W v < DUO wCD -i EXISTING N / O/e� 1�G / A 0�z �111 / Tp vV�`` i "/ / 000 G�9 L L ON Z z 0< / E� O,� I��G / SEPTIC TANK ® A B B . W W LL z o X % S138tip�' % EXISTING 2 68.2 31.6 "ILc 0 OZ O x e m cLq o LEACH PIT O 3 F4.0 42.0 1 Z I w U 0 I v In / / 4 54.8 38.F 2 �� u �� O UTILITY POLE$ DRAIN ® q U LU Z z w / X Z B 0 rco�c_n / TEST PIT ® D- OX ❑ 3 Z Z of ZZ CO j • w j DECIDUOUS CONIFEROUS SN OF qQp TREE QqD TREE '7 ASS9 lk"A o W JOB ® bl ��b 12-M 12-P o DAVID G Ss9Q 3QZ d �]2-D TP-1 15-P $�4 �02 DAVID yGs LI Z / / m -NUMBER REFERS TO DIAMETER IN 0 D. INCHES. LETTER DENOTES TYPEGOUGHANOWR u' 0 w ®'V O-OAK M-MAPLE P-PINE C-CEDAR COUGHANOW2 LLj ff W cn ?o + „ �' �No. 10930 R� j e N M `` rr-f�O ? 10,r / �G/ST0L `r0 /CENSER 0 . JX OU w \ �5-P 20-0 TP-2i f / SgNITAR FVAt e W \ 12-PLn U \�` 25 f t X 12 f t X 2 f t oc fo�Pr 20, ZOp Z ,\ LEACHING GALLERY z J (-D O z eeee J CO z J t \: / ��®e TEO� SEWAGE DISPOSAL SYSTEM PLAN CO -TO SERVE EXISTING DWELLING 0 °m j cf)< U s '\,,_ // EST. ARTHUR AND MARY O'HARE v OWNERS OF RECORD. ry m X BENCH MARK '- m � O_ � 132 WAYLAND ROAD` e I � W CD W TOP OF CONC BOUND 3 1995 n o + � G HYANNIS: MA Z .� (n ELEVATION = 58.�3 ��®N�� PROPERTY ADDRESS ;Lo: e BARNSTABLE GIS DATUM z FLAN 43 TRIANGLE CIRCLE ASSESSORS MAP 271 PARCEL�' " O O " z z z SANDWICH MA 02563 LAND COURT PLAN _ 36506-❑ ~ N ,SCALE: 1 In = 20 f L 506 364-0694 DATE OCTOBER 20. 2007 J 0 _j N X x 28 � 20 40 JOB #E T E-2 7 9 9 PAGE 1 OF 2 VERSION. THIS PLAN IS BASED ON AN INSTR UMENT SURVEY AND .IS INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM 0 10, 20 DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. t SOIL., TEST LOG DESIGN CACCUL_ ATIONS DATE OF TEST: OCTOBER 19. 2007 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS WITNESSED BY: DAVID STANTON. HEALTH DEPT. USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL PERC NUMBER: 12008 CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PAARENOTUMAATER AL EPROGLACIRALD OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX. TEST PIT 1 PERC AT 72 in - 2' MIN/INCH IN C2 SOILS SOIL ABSORBTION SYSTEM: A 25 F t x 12 Ft x 2 FL. LEACHING GALLERY CAN LEACH Abot = ( 25 + 12 )+= 300 sF ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Asdw = ( 25 25 12 12 ) x 2 = 148 sF 49.86 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A t o L = 4 4 B s F 0-3 FILL Vt 0.74 x 448 = 331.5 GPD 3-5 O WOOD LOAM 10 YR 2/1 NONE FRIABLE USE A 26 Ft x 12 Ft x 2 Ft GALLERY. Vt = 331.5 GPD > 330 GPD REQUIRED 5-7 E LOAMY SAND 10 YR 5/1 NONE FRIABLE 7-11 A LOAMY SAND 10 YR 3/3 NONE FRIABLE 11-26 B SANDY LOAM 10 YR 4/6 NONE FRIABLE LEA CHI NG GALLERY NOT LT 1000 GALLON SEPTIC TANK 26-40 Cl SILT 10 YR 6/3 NONE FIRM 46.47 DIMENSIONS AND DETAIL NOT TO 40-120 C2 MEDUIM SAND 10 YR 6/4 NONE LOOSE CONSTRUCTION DETAIL USE EXISTING H-10 IIVIT SCALE 39.88 USE CULTEC RECHARGER 330 CHAMBERS (H-10 LOADING) SEPTIC TANK IS TO BE PUMPED DRY c AT TIME OF INSTALLATION AND IS TO NO TEST PIT 2 PARENOTUNDWATE MATERIAL: EPROGLAC ALD OUTWASH (D BE41 INTEGRITY.EDSTA LT NEWTPRVC OUTLET PERC AT 80 in - 2 MIN/INCH IN C SOILS END CENTER END 4- TEE EOUIPPED WITH A GAS BAFFLE. C ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER UNIT UNIT UNIT IN 1 ir, 50.15 (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING c -• TAPER 0-3 O WOOD LOAM 10 YR 2/2 NONE FRIABLE 3-5 E LOAMY SAND 10 YR 4/1 NONE FRIABLE C 5 Ft 20 Ft 2.5 Ft 5-9 A LOAMY SAND 10 YR 3/3 NONE FRIABLE 2. o �� 9-26 B SANDY LOAM 10 YR 4/6 NONE FRIABLE 25.0 Ft Lo SILT 10 YR 6/3 NONE FIRM •46.65 26-42 Cl­" v 38.35 42-144 -C2 MEDUIM SAND 10 YR 6/4 NONE LOOSE CROSS SECTION VIEW 8 P6_61 AINLET ` 2 in 4 in UTLET 2 in PEASTONE COVER OCOVER 24 in 314 1n TO �3 IN^DROFLOW LINE n ^ fi 26 i EFFECTIVE 1-112 in GRAVEL —► DEPTH FROM BUILDING 10 in 14 TO in D-BOX 46 in 52 1n 46 1n 46 in NOTES• LIQUID GAS LEVEL BAFFLE 144 in 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. A 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. FABRIC IN PLACE OF THE PEASTONE LAYER SPECIFIED CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH ,PIT TO BE PUMPED. COLLAPSED. AND FILLED. EXISTING GROUNDWATER LEVEL 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. BASED ON TOWN OF BARNSTABLE -TO SERVE EXISTING DWELLING , GIS DEPARTMENT RECORDS. 7) EANNDTAPPLIANCE ENVIRONMENTAL S, AND BIANNUALRECOMMENDS PUMPINGING OF THE SEPTI INSTALLATION TANK LOW FLOW FIXTURES INDICATED GW 28.00 ARTHUR AND MARY O'HARE INDEX WELL AIW-230 132 WAYLAND ROAD HYANNIS. MA 6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT ZONE D PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. READING DATE SEPT. 2007 READING 25.6 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL ADJUSTMENT 6.6 ECO— TECH ENVIRONMENTAL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ADJUSTED GW 34.8 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. ETE-2799 JUNE 27, 2007 1 212