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HomeMy WebLinkAbout0108 HUCKLEBERRY LANE - Health 08 HUCKLEBERRY LANE Marston§ Mill s A — 102 -- 136 �JI SMEA® No. 2-153LY UPC 12934 smead.com - Made In USA OcyQp FP81EiDNMS�T1lE OF M SR PWGAW CFRTFlEO WWAtSFWQOC*AAL09O SOU4ONG I i o Complete items 1,2,and 3.Also complete A. Signat item 4 if Restricted Delivery is desired. ❑Agent n Print your name and address on the reverse X ❑Addressee so that we can,return the card to you. B. Received by(Printed Name) C. Date of Delivery _ ® Attach this card to the back of the mailpiece, or on the front if space permits. 1 Article A ddressed to: D. Is delivery address different from item 1? ❑Yes . If YES,enter delivery address below: ❑ No Daniel Thibodeau f 108 Huckleberry Lane F 3.Service Type ` 1Vlarstons Ma 02648Certif❑Registered ❑Return Receipt for Merchandise Mills, ❑Insured ed Maail ❑C OreDss Mail il 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number rl (Ti~pnSfer from service IJ 7012 1010 ` 0000� `2850 8326 PS Form 3811.February 2004 Domestic Return Receipt, 102595-02-M-1540:� I. I' I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 "Sender: Please print your name, address, and ZIP+4 in this box ° i I a Town of Barnstable Health Division j 200 Main Street I Hyannis,MA 02601 {7 �31I'�II,l:�si{lilli'13�s11ilis}l ��s37ill1li3 �13i9 IIISSI3 �3 .. t Town of Barnstable BARNSfABLB. „A r Regulatory Services �ptfD MA't A�6 Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, 601 Offi6e: 508-862-4644 Fax: 508-790-6304 c ( I February 25, 2014 Daniel Thibodeau 108 Huckleberry Lane �j G Marstons Mills, Ma 02648 NOTICE TO ABATE VIOLATIONS OF TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS. NUISANCE CONTROL REGULATION NO. 1 The property owned by you located at 108 Huckleberry Lane was inspected on February 25, 2014 by Timothy B. O'Connell, R.S., Health Inspector, because of a complaint. The following violations of the Town of Barnstable Board of Health Regulations, Chapter 54 Building and Premises Maintenance were observed: 04-2. Building and Premises Maintenance. Observed large amount of indoor furniture and appliances stored on said property not within a closed structure. You are directed to correct the violations within thirty (30) days of receipt of this order letter by either moving items into enclosed structure or removing them from property. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Please be advised that failure to comply with an order could result in a fine of$100.00. Each a ure to comply with an all consti tea se arate violation. PER ORDER OF THE OARD OF HEALTH i Thomas A. McKean, R.S. Director of Public Health Town of Barnstable CERTIFIED MAIL: 7012 1010 0000 2850 8326 I � Q:Health/orderletters/refuse/197 kelley rd 1-15-14.doe Citizen Web Request Page 1 of 1 �l LL � „ . gar B.iiL\3TR13LE, '111 Citizen Request Management - Internal Use ea ra:►'4 Request ID: 48355 Created: 2/24/2014 11:40:35 AM Status: Assigned To Staff Assigned To: O'Connell,Timothy Health Office Anonymous: No Category: Chapter 54-5 : Rubbish and Garbage E.C. Date: 3/10/2014 Created By: Wadlington, Ellen Citations: Health Office Time Worked: 0 Response Time: 0 Requestor Details: Email: �+� Request Location: 108 HUCKLEBERRY LANE Marstons Mills, Ma 02648 Parcel Number: Map: 102 Block: 136 Lot: 000 Request: Officer Bitines states there is hoarding going on at this address; in the back yard.There are lots of old refrigerators and other items in the back yard. Looks like the resident started building a shed in the back. Request Work History: •Internal Note History: System entry on 2/24/2014 11:40:35 AM: Assigned to O'Connell,Timothy _ S 3 2/24/2014 htt ://iss 12/internalwrs/WRe uestPrint.as x.ID 4�s355 P q q P I �� Health Master Detail Page 1 of 1 r Logged In As: TOWN\oconnelt Health Master Detail Monday, February 24 2014 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 102-136 Location: 108 HUCKLEBERRY LANE, MARSTONS MILLS Owner: THIBODEAU, DANIEL D Business name: J Business phone:r�r Rental property: r Deed restricted: r Number of bedrooms : 0 Contaminant released: r Fuel storage tank permit: r Save Parcel ChangesV Retu n to Lookup Parcel Info Parcel ID: 102-136 Developer lot:LOTS 124, 125 & 126 Location: 108 HUCKLEBERRY LANE Primary frontage:294 Secondary road: Secondary frontage: Village:MARSTONS MILLS Fire district:C-O-MM Town sewer exists at this address:No Road index:0747 102136_1 Asbuilt Septic Scan: 102136 2 Interactive map 4' Vc GP (Groundwater Protection Overlay Town zone of contribution:District) State zone of contribution:IN Owner Info Owner: THIBODEAU, DANIEL D Co-Owner: Streetl: 108 HUCKLEBERRY LANE Street2: City:MARSTONS MILLS State:MA Zip: 02648 Country: Deed date:6/28/2012 Deed reference:26456/151 Land Info Acres: 0.66 Use: Single Fam MDL-01 Zoning:RF Neighborhood: 0105 Topography:Level Road:Paved Utilities:Septic,Gas,Public Water Location: Construction Info Building No ear Built Gross Area Living Area Bedrooms Bathrooms 1 1960 13468 11296 3 Bedroom 2 Full Buildings value:$92,600.00 Extra features: $36,300.00 Land value: $118,000.00 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=102136 2/24/2014 TOWN OF BARNSTABLE LOCATION SEWAGE# �;k VILLAGE gnn, d1n [1 S ASSESSOR'S MAP&PARCEL 3 INSTALLER'S NAME&PHONE NO. "L,)t c�e (,A(-CAI w %.t 977 ?97-7 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) Ovl Afc 3c,t u (size) t),s V a NO.OF BEDROOMS 3 OWNER CwAv1 CLSA PERMIT DATE: 1 —3 r ® 11 COMPLIANCE DATE: (� i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility dli o l/ Feet Private Water Supply Well and Leaching.Facility(If any wells exist.on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY f 2 i 03 37,0 S �S 10.1 �z \s,b 33 �v 3S �Y•3. MOP L V /� No. � � Fee V ll..�� THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppficatiou for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(N Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 10 8 AVCKL(E6M1J LA JC Owner's Name,Address,and Tel.No. P AV-SrDWS n4 i t-LSS dAP-o t. a 4EAC(.- Assessor's Map/Parcel 1041-36 WE LN MAKIC" S' Installer's Name,Address,and Tel.No.502-4 ll a 77 Designer's Name,Address,and Tel.No. "Sp$-4-,1_5 313 LiS3 D E ® -J T V A4_ Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building RES No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33U gpd Design flow provided 3 gpd Plan Date I 1°-3-1 1 ` Number of sheets A Revision Date Title I og. NUGICc.6 aPN UW 6 MARsTwS R I c.LS Size of Septic Tank 1000 Q Type of S.A.S. Ao Ap.:- aawd Description of Soil Nature of Repairs or Alterations(Answer when applicable) 11$iE �4-rj L,& low l.[L(-14.) SEAT tC' K0C_ -0 NSW 0-30 Y, ID 4 kok2S OF �5 ADS ABC 3 14d Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b this Board of Health. Si n O Date Application Approved by Date Application Disapprove by Date for the following reasons Permit No. Date Issued No. Fee THE COMMONWEALTH OF,I 4SSACHUSETTS Entered in comp ter: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2p licatlon for Misposal 6pstrm.ClConstruction. 30ermit Application for a Permit to Construct( ) Repair( ) Upgrade X Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 10$ i4VuU.E6t-0Y LA J G Owner's Name,Address,and Tel.No. mA'zsrDwS nu I L.L-5 dArlw. c 4AGc Assessor's Map/Parcel l Q 13(o I DB rJ c (I MAk15 Z)/JS 9! S' Installer's Name,Address,and Tel.No.510g'`f n-'9 1911 Designer's Name,Address,and Tel.No.Sp$-411_5 313 CAP6W( G' avIlEgfAiS S L.LC, C-QG1nlL-tj2sxlts- Woltrtcs 15 6094alE?Z('AC. 9-r AS-AP6E la. F099�KTbALC Type of Building: Dwelling No.of Bedrooms Lot Size a9. OU sq.ft. Garbage Grinder( ) Other Type of Building RGS No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date I I'3"I I Number of sheets Revision Date ! Title 109 HVCXC64 \l 1A06 M.4%XSjVJS ("S Size of Septic Tank 1000 4LL-00 ` Type of S.A.S. aU Ate— y 14d 1 Nrl L.TaQ�Td r , Description of Soil Q� SG4K�l� to 02 =3 lo'0 i Nature of Repairs orAlterations(Answer when applicable) USE GKIC.TI LgCX IC)np (&,ui,) SGPT C'rKNX- 70 N6Ud a-tROY 70 4 koWS 0;; < ADS AR.0 346 14d bu Fiet b C-,�jctr. . 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 b this Board of Health. Si, Date I. 37, 11 Application Approved by Date Application Disapproved by Date for the following reasons - Permit No. � Date Issued =------=---------------------------- ---_---==--_-=-- .t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(�) Abandoned( )by CIAPCcsv( E 6&)7G&ks6E'S t.L-C at (O A K4) -jt�EPJE ?, GW K K• has been con tt dd ce with the provisions of Title 5 and the for Disposal System Construction Permit No ated Installer CAP6wAD6 UL<- Designer (:Nct(w(r (WGr (JU GS #bedrooms 3 Approved design flow S , gpd The issuance of this permit shallnot be construed as a guarantee that the system wi lhfu ct na\tid ed. Date Inspector _ / I 1 ,�y►6 ���` -----No.--=---=--- = ��1-=--=- -=------=------------=------_--=---------------_----------==----------=Fee---�C�"/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at 109 H V CA O—E t39"VZ LOWF- Mda1L5TQJS Af ILLS 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:Cons ctioust e completed within three years of the date of this permit. e Date / Approved by c _ _ Town of Barnstable Regulatory Services $ Thomas.F. Geiler,Director = Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1 , C1 W L Sewage Permit# Z c),1 ' 3`3 q Assessor's Map/Parcel . 10_ f ►3 4 Installer& Designer Certification Form �elerT. 11cF'n+ee fE1 t . ' Designer: GY, ;; n W o r- s, In c . Installer: Cq Address: j2 W. c fb s s e 1el 1Z4- Address: i53 er-�ci c.. S f-d e, l-c M A- 0216 on I l - 3 - Loll . Ca CIJL t&- �as issued a permit to install a (date) (installer) septic system at i o kJ`�U 6"l Lh V\c\rs 1GK-) based on a design drawn by (address) I`'��►Tt Pe R/- 4-e e P dated (designer) K_ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as laterallrelocation W thr) distribution box and/or septic tank. Stripout (if required) was inspected and the soil were found satisfactory. I w I certify that the septic system referenced above was installed with major changes (i greater than 10' lateral relocation of the SAS or any vertical relocation of any coondnt of the septic system) but in accordance with State & Local RegulationO Plan rere ion:ot certified as-built by designer to follow. Stripout (if required) was cted and rthe soil_ were found satisfactory. SN OF i1� PETER T. WENTEE (Ins ,ler s Signatur U CIVIL P No.35109 �QISTER�'��Q,�'Q (Designer's Signature) (Affix Design re) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.. CERTtFICA.TE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesigiercerdfication form.doc Town of Barnstable P# 3 y J Department of Regulatory Services J Public Health Division Date rFn t�a 200 Main Street,Hyannis MA 02601 Date Scheduled ///oh Time Fee Pd.— © Soil Suitability Assessment for Se age .Disposal Performed By: MC— CPt�—Z2 OoZ aL ! 'L)Witnessed By: LOCATION&GENERAL INFORMATION Location Address Owner's Name 000G 108 tiUCK(68 LANE Address I O8 M�k` SI-D ? ST�s Assessor's Map/Parcel: i 0 A Engineer's Name NEW CONSTRUCTION REPAIR Telephone# �7 Land Use: Slopes M 2 zr—Surfacc Stones / Distances from: Open Water Body f�1�— ft Possible Wet Area Q� t/ ft Drinking Water Well _N - ft Drainage Way ft Property Line �L ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands f a proximity to holes) 1 V/ C t z Dt=h C^— _� Parent material(geologic) v` �'� Depth to Bedrock Aj-/A Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fpee Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In, Depth to soil mottles: !n, Depth to weeping from side of obs.hole: In, Groundwater Adjustment f[. Index Well# Reading Date: Index Well level ._„ Adj,factor-.,,,,_.T Adj.Groundwater level,, PERCOLATION TEST bate , Thne Observation Hole# Time at 4" 1 Depth of Perc Al[-Lff 7 M' Time at 6" Start Pre-soak Time @ i Time(9"-6") End Pre-soak 2 "7 5 Gq�L Rate Min./inch 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:ISEPTIC\PERCFORM.DOC r DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders, • o i ten�y,96 Oravell 6 �(ZG M—LSv"� Z`',�.d i . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Y34- Ja>. Ld Y?�l3 DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,yg Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency, Flood Insurance Rate Map: Above 500 year flood boundary No— Ye Within 500 year boundary No Yes Within too year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? e� If not,what is the depth of naturally occurring pervious material? Certification I certify that on e A� (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 with . the required training,expertise and experience described in 10 CMR 15.017. • Signature Date-J 11 Q:\.S.EPTIMERCFORM.DOC J 1 LO CATION SEW G J PERMIT NO. VILLAGE I N S T lL It ME i ADDRESS ' e U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ?�^ _ l(o -- a6 l\`1 W i' i og �� FRic THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH ..OF........... .... -- A.............................................. Appliration tar Uispvti al Works Toaa uur#ian Vamit Application is hereb made for a Permit to Construct ( ') or Repair } an Individual Sewage Disposal,' System at: / ...... ..._f� . .. .. .._... �...._ -.-- -. �. ` ................. ......... ..... Loca n/Irdr ss or t No. Owne Address W �.... •............................. ................•....•...............................I........................................ Installer Address Q Type of B ildin Size Lot............................Sq. feet. U Dwelling No. of Bedrooms-------_ _Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Builain No. of persons............................ Showers Cafeteria P4 Other fixtu s -------------------------------- .................... ----------------- - W Design Flow.................... ......................gallons per person per day. Total daily flow-------- _. gallons. ---------------- Mons. WSeptic Tank—Liqui capacity.._.___.__..gallons Length................ Width-_-___.____..--_ Diameter__.__.__-______- Depth................ x Disposal Trench—. o. .................... 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........................ Test Pit No. 2................minutes per inch Depth of Test Pit__;,,_-...:......... Depth to ground water........................ ----.--••- --•.._....---_....... -�•--------------------- .........•....... ......... 0 Description of Soil-- =.......J-- ------ ./�. Svs•----- -- -------------r-------------------•---.......................... V •- '-----------•.....................•-..........-............................ ............................................................. x ------••--------------- •----•-•---•••----.....-•••------•-------•-•-•---•---••-----••--------- ------- ..........-- ----•-•-•.... -•---••---.-•..•---�- U Nature of Repairs or,Alterations—Ans r when applicable *- G �� �/ " � ...- . ---- ------ .. �.---- = == == Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TILL p 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. !S' ned/-,-/--- ------- ----•--••...-•------------...........................•• ................................ Daty� Application Approved By-------- :�/"".7: ------- y , Date Application:Disapproved for the following reasons------------------------•-- ----•------------------------•--•-----------------------•-.•-•-•- .................•---•----....-•-•----......-••------••-•---------•-•-•--- •--•--------••----------......----••---------•----•--••••-----•--••-•--•••--••-•-•-•-•------•-•----------••--•--••-•---••-•-- Date Permit No.......................................................... Issued---.... Date t d. No .. �r..� Fmc..L�.......i'' THE COMMONWEALTH OF MASSACHUSETTS OAR® HEALTH ............... ` .....OF........ + ..-- ........................................ Appliration for Uiipngal Works TnnitrnrtJolt Vamit Application is hereby ma , for 4 Permit to Construct ( ) or Repair ) an Individual Sewage Disposal System at ............................... Loc n dr ss or -...... V;)g Own Address a = ..x..........................•. ......................................................I........................................ Installer Address d Type of*" Ildin Size Lot............................Sq. feet V Dwelling—No. of Bedrooms.... _ ...................Expansion Attic ( ) Garbage Grinder ( ) Other-T e of Buildiii . No. of persons------------ Showers — Cafeteria a YP g P ( ) ( ) Other fixtur s . ----------------------------- W Design Flow------------------ _.;__gallons per person per day. Total daily flow....................... .................gallons. • Septic Tank—Liqup4 capacity............gallons Length................ Width,---- Diameter---------------- Depth................ 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........................................ ; Test Pit No. I...............minutes per inch Depth of Test Pit.________..__..___._ Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ...................................... Description of Soil x ----------------------•--- -------- -----•-• ......•. ---•-•►... f......................................................................... W --------------------............................................................................................ - ------------- - - UNature of Repairs or, Iterations-Ans r whe appli ble..`_ :� ... ........... ....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TT . p S 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. Sned- ----------------------------------•----............. -----------------------•--••-•-- Datg� Application Approved B PP PP y--...-'-=.. ..,r....... .. 1.`.. ...... Date Application Disapproved,for the following reasons-----------------------------•---------------------------------------------------------.....--------------••---- -------•--.......---•-•------•--------------•----------------•-------•----•---------••-----•----------------•----------------------------------_...------------------------------••-------------......•. Date PermitNo......................................................... Issued_........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O EALTH ............ ......O F................. ................................. Currfifirtte of Tuntplinrr THI TO C TI hat.the Individual Sewage Disposal System constructed ( ) or Repaired ( . by...... Inst l -------- ---- --..'..' ,J} z has been installed in accordance with the provisions of ` o e State Sanitary Code as desc 'b in the application for Dishosal Works Construction Permit N .__.._ .._ ______________ dated...... `.............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE t9� -- ...............--•••............... Insp -----�--------------------- THE COMMONWEALTH OF MASSACHUSETTS p BOARD O HEALTH 0"� ......OF................... . ..........................._............ No......................... FEE.... .............. i �runnl k�. r n inn rrntit Permission is here grant . ._'r, ----- _.:._ a. Constru ) or ep i ) an Ind idu I $ewag is o s _.......... .4.........%'"` Street ,{/_ �.. t as shown on the application for Disposal Works..Construction Per o.._.. _. ... ated.......✓-.__.._�......�.............. -- Board of Health DATE................................................................................ . FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS } LEGEND LOCUS EXISTING SEPTIC TANK — _ ® — .04E — EXISTING CONTOUR TOP OF TANK, EL.=80 EXISTING LEACH PITS — 98 � INV.(OUT)=78.71E TO BE PUMPED, FILLED WITH x 100.98 EXISTING SPOT GRADE .� 0 SAND AND ABANDONED. H.w OVERHEAD WIRES G EXISTING GAS SERVICE ° ? 5hubael PLAN BK 138 — PG 25 W EXISTING WATER SERVICE Pond TEST PIT � o r• Lake9de Dr Calvin Ha lin Mm $f oa BENCHMARK o IN03'00'00" EIlk LNOCU OT TO sMAP 8 ,50 7 fence line 294.00' 25' . . . . . . ' \� //'—`\ �\\l ��-____ 2_5_—____� Benchmark Set / OUTSIDE COR. OF BULKHEAD — 8 0 /f PR P_0_ E_D OP EL.=81.50(Assumed datum) SPIKE;:-t i-- .A. . i_--4 1 80,261 --�-- —�— \ LOTS 12411 5 & 126 '79,74'-- -- APN 102,1-36 .+ ---- --- � �2 TP-1 0 �� T �-.. 0,73 } \ 29,400 S.F: 0 & 81.21 -F 8 N w \` \\ 79,�,— DECK 81.50 Z O O \ \ �/ \` 00 0 p 0 \ \ + 78.36 ,� `� Q, r` O 4 \ p0 00 00\ x 78,75 1EXIST/NG + 80.29 \l ' \ ` � � GARAGE HOUSE(,#108) x 8b,12 OP T.O.F.-82.0t p + 77.10 80,91 � � •,� .� 80,94 \ � 80,56 \\`�Zq x 78,60 �, x 80,93 'tea `. -80 ::E O x 80, 2 DRI VEWA Y 78.01 LA P f\ , 7 4,5 9 \\ � 7 ,05 �°'�� N 03°00'00" E 79,78 \`.\ j CBc1h 7 99 �— — 78.19 72.74 73.92 76.53 77.79 ; edge of pavementlberm 79.20 79,26 78 C �'PK SET'80 0 F Mgss9��G � o PETER T. HUCKLEBERR Y LANE PROPOSED SEPTIC SYSTEM UPGRADE PLAN C.C. McENTEE ' 108 HUCKLEBERRY LANE, MARSTONS MILLS, MA CIVIL o. 35109 Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 G/SZE�S� SCALE DRAWN JOB. NO. .p Engineering by: OWNERS OF RECORD 1"=20- P.T.M. 245-11 CHACE, CAROL Engineering Works, Inc. 108 HUCKLEBERRY LANE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. MARSTONS MILLS, MA 02648 (508) 477-5313 1 1/3/1 1 P.T.M. 1 Of 2 I , 4kl _ NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.77.8 GENERAL NOTES: PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PERIMETER OF THE S.A.S. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE T.O.F. LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: EXISTING F.G. EL.=81.2t F.G. EL.=81.0t F.G. EL.=80.8(MAX.) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE MAINTAIN 2% GRADE (MIN.) OVER S.A.S. DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING L = 26' L 6'(MAX) INSPECT PORT ION FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN (9 s=1% (MIN.) S=1% (MIN.) ENGINEER BEFORE CONSTRUCTION CONTINUES. 6.; - 4"scH4o PVC a"scHao PVC � 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. U-iiol 11�r e" 10.75" TO 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF EXISTING 48" LIQUID INVERT THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LEVEL ADD 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. INV.=77.67 PROPOSED INV.=77.50cns BAFFL 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. INV.=78.71 t D-BOX INV.=77.40 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. EXISTING SEPTIC TANK 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ESTABLISH VEGETATIVE COVER AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE BACKFILL WITH CLEAN NATIVE OR DIRECTED BY THE APPROVING AUTHORITIES. NOTES: PERC SAND TO TOP OF CHAMBERS 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING INVERTS, PRIOR TO INSTALLATION. i ` CONSTRUCTION. TOP ELEV.=77.83 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=77.40 Z. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS GRADE ON A MECHANICALLY COMPACTED SIX IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=76.50 -�' 310 CMR 15.221(2). REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. SEPARATION -- 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE TO HIGH GROUNDWATER EFFECTIVE WIDTH=11.3' INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. EXISTING SUITABLE 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NO GROUNDWATER, EL=70.0 z MATERIAL IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 63.25" SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. SOIL LOG 34.5" DATE: NOVEMBER 4, 2011 (REF#13,453) DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE (SE#1542) WITNESS: DONALD DESMARAIS R.S. TOP VIEW HEALTH AGENT -60" NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH END CAP END CAP TP-2 TP SOIL TEXTURAL CLASS: CLASS 1 gp 8 A 0" 80 p A 0" FRONT VIEW SIDE VIEW DESIGN PERCOLATION RATE: <2 MIN IN SANDY LOAM I SANDY LOAM END CAP / REAR/TOP VIEW 14 6 80.3 10YR 4/2 79.5 10YR 4/2 6„ DAILY FLOW: 330 G.P.D. B B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. 10YR 5/3 10YR 5/3 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO 77.8 36" 77.3 32" 4640 TRUEMAN BLVD LEACHING AREA REQUIRED: (330) = 445.9 S.F. C PERC CLLLLLLPA m HILLIARD, OHIO 43026 Arc 36HC DETAIL 48' ADVANCED DwaNAGE SYSTEMS,INC. UNITS MUST BE STAMPED H-20 .74 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED M-C SAND M-C SAND USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH N 108 HUCKLEBERRY LANE MARSTONS MILLS MA Y 6/4 2.5Y 6/4 � � O 2.5 ,!• SEPARATION BETWEEN EACH ROW & NO STONE 20% GRAVEL I <10% GRAVEL Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO. 70.8 120 76.0 120" NTS P.T.M. 245-11 (Arc 36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF Engineering Works, Inc. ' PERC RATE <2 MIN/IN.("C" HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0,74(480.0 S.F.) = 355.2 G.P.D. NO GROUNDWATER ENCOUNTERED (508) 477-5313 11/3/11 P.T.M. 2 Of 2