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HomeMy WebLinkAbout0069 CASTLEWOOD CIRCLE - Health Wrlip6�9-C--AS-TL.-ENYOOD'.CIRCLE'` Hyannis A- 273 — 055 o n v v ° c a i i TOWN OF BARNSTABLE z, � / t "7 LOCATION !P f C�as 6L u9QCJ effrz SEWAGE#�// VILLAGE 4"4nrf ' ' ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �e ' ,& S',z _g,�n sit �j �-� 7 SEPTIC TANK CAPACITY /pUV LEACHING FACILITY:(type) jQ (size) / ,8 tC 45 NO.OF BEDROOMS OWNER C Vem PERMIT DATE: L COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ,24P f 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 s. car► a �N � 91, Ll-cz W o w No. :2 011 3"//;. Fee 6v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 01ppfitation for'Misoosar;6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System L lndividual Components Location Address or Lot No. (09 dASZLE-4,000b CAR. Owner's Nan}e,Address,and Tel.No. V4VAWu15 XOKU c -TQFA0 Nabak" AaA Assessor's Map/Parcel deb Ld ' uQ , Y,4a,}fi! Installer's Name,Address,and Tel.No. 509-411-g5$1"7 Designer's Name,Address,and Tel.No. 569-arm -ur-7 -d(A01Ew1WE ew-T�Vvjses Lc-L ?0. C1.jc),1VE>vP' j& Z E. 151 <QktgAEr_&" ST. ASW EE. OA254 CAA 0 06k Type of Building: Dwelling No.of Bedrooms Lot Size 91 b�`7 sq.ft. Garbage Grinder( ) Other Type of Building Res No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 11— 2^11 Number of sheets Revision Date Title (Q9 CAS LE ct!50 c aCA_( Size of Septic Tank Type of S.A.S. Description of Soil S E€ 9C.14&j COAQ2 SE5 54Wb lQ 10'1 Nature of Repairs or Alterations(Answer when applicable) u j(�* Qas-r[0 CX 15 DO seftW, 71t4w C 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 Healt . Signed Date ,I ..ram Application Approved by 1A, Date Application Disapproved by Date for the following reasons Permit No. 2�0 I I 317 Date Issued • r' - »- ` ` _ y mot« �'1 ,. ;~ i No. U -;.^'s. -_� � Fee THE COMMONWEALTH OFf MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS j application for-fisOs'aY �pstetn Constructio tt" elriit Application for a Permit to Construct Repair Upgrade; Abandon t pp ( ) p ( ) pg !� ( ) El System ,Individual Components Location Address or Lot No. (09 Cs45t�C� Gl R 1 Owner's Name,Address,and Tel.No. H'1Ar JNl S SOI�U c -��s(�J 1�.t C Wd1►l.C•1Qr! Assessor's Map/Parcel 3-13 - 601 `b '• Y l Installer's Name,Address,and Tel.No. $O1R-411 1- 77 Designer's Name Address,and Tel.No. dbk1PttsUl01E E�-1R sTisC-s�4-� . 3C emicai1JE>' thick ZIJE Type of Building: llI Dwelling No.of Bedrooms 7 Lot Size (��`� sq.ft. Garbage Grinder( ) Other Type of Building Res No.of Persons Showers( ) Cafeteria( ) i 1 ' Other Fixtures Design Flow(min.required) y6y-() gpd Design flow provided gpd 1 e Plan DatepI_ g-(( Number of sheets Revision Date} Title Size of Septic Tank Type of S.A.S. Description of Soil 5E� l�`4NI d0Al2SE Sfihjub 2to rl I V � I t -Nature of Repairs or Alterations(Ans�"er�en applicable) U S,�� a 10Q6 IA-weej -4 Date last inspected: Agreement: :r-- 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 ) Dates Application Approved by / v` Date ►� /� Application Disapproved by Date for the following reasons Permit No. 2 o 11 - 3" -7 Date Issued ' '�- / -7 - lil 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 C at (n� ��C,� i(1 � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 a I 76ted Installer eAtPEuwlnE PA_j<Z LlCr- Designer ZT C #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system wrill-fun=rtcsned. Date 1 �� Inspector No. ao 1_ G/ 7 Fee r, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(x) Abandon( ) System located at (04 n WA b �D�ef-'l .rn. 4y``�&)( and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with 'I Title 5 and the following local provisions or special conditions. Provided:Construdtion m st be completed within three years of the date of this permit. Date I ► Approved by 11/28/2611 00:57 5082730367 :0702 P. 001/001 Town of Barnstable Regulatory Services Thomas F. Geiler, Director ' SARNYrABU. - Public Health Division MASS. Thomas McKean,Director ArEA MW� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 J Far: 508-790•6304 Date: 1('28_(t Sewage Permit#! Assessor's Map/Parcel ei Installer &Designer Certification Form Designer: 'SC E0.,1cne.ec(f)5, TWIC, Installer: Ca(?ew:de- C-nfererfse_s' LL-C; Address: Z�5y Cccy, -cy hiigHw / Address: (?0 f&N 7(63 60sf W OQ,.n Qm 1-(/} 015,36 i C.A+1 C- JIA - SW-MPJ?Q6SS OL(o L On 11 / /1 2l`C was issued a permit to install a (date) (installer) i septic system at 0 'Cet5 le-wood CicclQ based on a design drawn by (address) T(; ���c�i3Oeewi�� ; Ty1G. dated No�a�be- g12otl i (designer) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils .were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e_ greater than 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. Stripout (if req ' nspected and the soils were found satisfactory. JOMN L. Cil"IURC>4I:L u JR. CIVIL (Inst er's Signatur No s1807 esigner's Signatur (Affix esi er s 9Kmp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLTANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CA.RD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK VOU. q`olTirr Ibmis4ksigne.rconil'iculiun Ibrm.doc November 16, 201.1 To Whom It May Concern: was approached as to two different bedroom listings at my home. Somewhere on town records it states as three and somewhere it is stated as four bedroroms. The truth of the matter is it is a four bedroom house. My ex-husband and I bought. it aa-&uch-because we have four children. There are two bedrooms on the first floor, and two bedrooms on-the second floor. -You could drop by today and see it set up that way. Each room has a bedroom closet, bed, dressers, and all that make them that specific room. I would appreciate this confusion resolved. Feel free to call me at 508-681-9960 with any questions. Thank You! Sincerely, Jean Manning McNamara lb d o Rs�a�rs b IO 2�.C�i oi'Y1 Saar K,+d'Z'AV Y�o d I Y1,1 (3 cvc,�d oor - 1 r i . •I > ' V 1 t ,�111 ��`{fib l��.c�►'A�`�` r Town of Barnstable P# 1 'I S . ' Department of Regulatory Services ' a 11AMMMTAB :' Public Health Division Date V ) 1 7 KAM rfD MKta`� 200 Main Street,Hyannis MA 02601 Date Scheduled Time f'O Fee Pd. V Foil Suitability Assessment fog- Sew e Disposal Performed-By: ( �� ��O W10 t I(�C.sL Witnessed By: � LOCATION& GENERAL INFORMATION Location Address Owner's Name Sows-c TeAo 14 IWA 6 q C Li P-CL, Y�4►INI S Address 0 <�ASZLGk-4 D CAP. -1040 5 Assessor's Map/Parcel: 213 �0 55 Engineer's Name C APe4otD ra E,.;rcxP&( }SC Cns(re? NEW CONSTRUCTION j REPAIR �_ Telephone# 08 41 — 98 y� 508 Z73-037l Land Use 5 ta51e- FCWJr &iJ Idl 1% Slopes(` ) ' ^ 2 Surface Stones Distances from: Open Water Body ,. ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 7 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Parent material(geologic) VtWas(4 Depth to Bedrock' Depth to Groundwater. Standing Water in Hole: p ' Weeping from Pit Face Estimated Seasonal High Groundwater 7 1 2 t{ rJ SS DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: .Pl&6' - 6 e.CVd f(6Y% Depth Observed standing in obs.hole: y i 2 b In. Depth to Soil mottles: In. Depth to weeping from side of obs.hole, In, Groundwater Adjustment f. Index Weil# Reading Date: Index Well level Adj,factor, ,— _ Adj.Groundwater Level_Z, PERCOLATION TEST pate It, 'JI Time (0,16 #7 Observation Hole# Time at 9" Depth of Perc /$ Time at 6" Start Pre-soak Time @ y'/ All Time(9"-6") End Pre-soak ��•'�f%0 �� Rate Min./Inch 2 Site Suitability Assessment: Site Passed YO Site Failed: Additional Testing Needed(YIN) IV 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:\SEPTICVERCFORM.DOC 1 ` DEEP.OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture .Sdil Color Soil Otlrer Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consisten y,9b'Gravell y- 30 30-(21,0 G CS 2- DEL,P OBSERVATION HOLE LOG Hole#_I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 0—y 3D-12(9 C c5 2 571/0 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravell DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Cosit � I Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes ' Within l00 year flood boundary No._V 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? Y S If not,what is the depth of naturally occurring pervious material? Certification I certify that on J �7' g (date)I have passed the soil evaluator examination approved by the Department of Environmental Protectio nd that the above analysis was performed by me consistent with . the required traini xpertis nd a er ence described in 110 CMR 15.017; Signature Date 114-0 Q:\.S.EPTIbPERCPORM.DOC YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required bylaw. /J ��, sS.. _ as q- �5 F-- 393 72 DATE: "` - ! Fill in please: ell- F. E79 �� APPLICANT'S YOUR NAME/S: BUSINESS YOUR HOME ADDRESS:tJ Q rtiae W. TELEPHONE # Home Telephone Number. 7/ 7 q12 xG Al NAME OF CORPORATION NAME OF NEW BUSINESS arh.c-', TYPE OF BUSINESS IS THIS A HOME OCCUPATION?_. _X:._- .YES N0. ..=- � ADDRESS OF BUSINESS _ MAP/PARCEL NUMBER d� �3 `DJ�J. (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has bee i frry i requirements that pertain to this type of business. 111111M Y A Authorized Signature** HAIMDOUSMAT"KSImic'"TIONS COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: i a I Date: � TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: /_'e✓UQ,�ar-a fD. �niD/ay�mgn r�s BUSINESS LOCATION: INVENTORY MAILING ADDRESS: C4 5��� 0� C/rz� TOTAL AMOUNT: TELEPHONE NUMBER: SOX - 77/- 74//a CONTACT PERSON: && Ca/KAnJ �t�l�iUGtatat g EMERGENCY CONTACT TELEPHONE NUMBER: 502- 360-6 70I MSDS ON SITE? TYPE OF BUSINESS: C&r cil L INFORMATION/RECOMMENDATIO S: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month re uires-a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids). Miscellaneous. Flam_ mables_ Other products not listed which;you feel,,- Floor&furniture strippers - _ V may be toxic or hazardous (please list): ' • - Metal polishes /jA 51ao?� ativ 0 56 � � Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials r a g N � bid O , t W N 0 � O z V! V ; \ z d ac cc g O J d V r v W J � J O � � 4 --�r(� -- '�, � r .� ' : _ � � �� . . ` \ 4� ,q. ������ No........�.....F._...... ....... .. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH '. °''...............OF......... r HSIIJ/�--......----.............................. Appliratiun for Diupuuttl Works Tonutrurtiun Priinit Application is hereby made for a Permit.to Construct ( ) or Repair ( ) an Individual Sewage' Disposal System at: ------...�. ..w/oYek� ... <r arle. ...............IIN!......�..o------d---o--.o..---................................................... f La Address o. -- a ----- . ..............C. .. wnerQ /f- Address ` ................. � ._... .... . .r)! ............................ Installer Address Type of Building Size Lot............:.:.............Sq. feet V Dwelling—No. of Bedrooms......`...............................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) aOther fixtures .._......--•-----------------------••------.....-- -- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacitylk'X-1 gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No...:................. Width.................... Total Length.................... Total leaching area....................sq. ft. 3 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. 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........................ A+' ........................---• --•---•--•---------------• ODescription of Soil.......................... _ ..........----•----•---•------....--•----------------•-•---------••------------........_----.......... V ....------•------••-•---•.....................•-•------------------..........................•••---•-----•---•-•--------------------------------•--•-••............-----•-----------•----•-......._...... -------------------------------------------------------------------------------------------------------� .y-- • . Nature of Repairs or Alterations—Answer when applicable.______1_h_.s�4�.j:.. ` P`P --------- ----------------------------f -•--------------------------•------••--•---•--...-•----------•---•----•-=----------•--•----•--•--...----•------------------------------••------------------------------•-----•-•••......•••............. Agreement: The undersigned agrees to install the aforedescribed' Individual Sewage Disposal System.in accordance with the provisions of iI'U 5 of the State Sanitary C de—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee is ed y the board of he th. �?� 3 Signd.....----- • •---•...............:n....................-•---•------ - ----Da--........ _._. Application Approved By` PP PP -•-•-----•----•-•-----•---- ! .. � 3..-•---�' Date Application Disapproved for the following asons: ---•--------•-•--•----------------------••--••-•----•----•-------------•---------•--•-----•-------........._ -----------------•-•.••••••••-•----.................................--•-------------•-......_............•--------------•---•---••----•-•...-•-------•---------•-••-•--------------------•--.........--- Date Permit No......................................................... Issued.......................................... ............. Date -- ... ------- ------- -------------------- No._......----•----... Ficz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........7'�!'✓`:"'................0 F.....4: 7. 15/cam t:9�® ............................................... Appliraftot i� or Disposal Works Tonstrudion Frinti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: . r ................ ...................................................-..---......... .... .........—...._ l'�'..Lo.c.a.tio�.,-Address or'dL ................ r ...... ...... }J. ner Address ............. ........................................................................ ................ a Installer Address Type of Building Size Lot......I—..................Sq. feet V Dwelling—No. of Bedrooms........�................................Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building ............................ No. of persons............................ Showers ( ) —,Cafeteria ( ) aOther fixtures ------------------------------------•-•---•-•••... --; Design Flow--------------------------------------------gallons per person per day. Total daily flow..........................................--gallons. Septic Tank—Liquid'capacity/-wg.gallons Length................ Width................ Diameter................ ............... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. 3 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...................... . Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ••-••-•••••-- O .................................................................................................... Descriptionof Soil.......................^ ---....� .... ....... ---........--•------.......................-•-•-•---••----------- V .......... W ----- --------- ..:... U Nature of Repairs or Alterations—Answer when applicable......../.7_ ...........................................................�``..p�7 r®�'' � Pam .. . ove Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITLi '5 of the State Sanitary CAde—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee is ed by the board of h lth. �-r' � . -� - Sign,d............. ..................----- Da -.•--•- Application Approved By..............•-•-•-•....... �!........ ... . �......_ --• ..-.... Date Application Disapproved for the f ollouring"reasons:---......--•.:............•--•--•.....-••-•......................---••••••••••-•-••.................--••-.--- ...........................................•-••......•......................... .........-••••.......•••......•••........ ...........----•-............................... .D�............_ PermitNo..................................................._.... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF............................... ................................................ 01rr#if irttte of Tomphttnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by...........................•••-•-•-• ----.._.. 1 L-' ..... .._._.................---- =••- ........... .. ..............--• ----- A ' nstalIer has been installed in accordance with the provisions of TITLE 5 gf The State Sanitary Code S d gibed in the application for Disposal Works Construction Permit No._.__`���r.".•1�1.. ..........: dated........... ? _' ............... r--•--- '•-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL F,UNC ION SATISFACTORY. DATE................... _1 �L�3. ....... ............. Inspector...........................:•-••••--••-•-•••---•••-....:--•----••---•-............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF......................... ....................................................... r 1 No.... Fss....................... Di oo�t1 orks Tons udw- tt rrrmit Permission is hereby granted...................... .VA........4r4.1.... ..............................................................................---- to Construct ( ) or Repair ( io gn Individual Sewa a Disposal System atNo..............:..... .......b.' ............ ���/,P....c �o� ....._C ,r----..-`3-.........F)7A�Itl.............................................. Street _ + as shown on the-application for Disposal Works Construction Permit No.. (..�.�4 . Dated.....-`,.. '?....1 .............. ._....A. k.`.' �441,4s�?............. ' - l ( T Board of Health l J DATE....... ...... ............. 7....•--• FOAM 1255 A./M. SULKIN, INC.. BOSTON T.O.F. EL.= 68.0'± PROVIDE EXTENSION RISER WITH INISH GRADE OVER D-BOX= 66.6'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 66.0' - 66,6' GENERAL NOTES CONCRETE COVER TO WITHIN 6"OF SLOPE @ 2% MIN. INSPECTION PORT WITH FINISH GRADE OVER INLET&OUTLET REMOVABLE WATER-TIGHT COVER OVER ACCESS BOX TO WITHIN 3"OF 1. UNLESS OTHERWISE NOTED' ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE RISER TO WITHIN 6"OF FINISHED GRADE F.G. (ONE PER OUTER ROW) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 67.8'+ F.G. OVER TANK EL. = 67.6 ± /-5"DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE f DESIGN ENGINEER. PROPOSED 4" 9" MIN. 9" MIN. -----EXISTING 4" PVC SEWER PIPE 36"MAX. 36"MAX. TOP OF SAS/B.O. = 63.93' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE ( SYSTEM UNLESS OTHERWISE NOTED. =--- --- -==L-] � i 3"DROP MAX _ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2"DROP MIN 3 9 7r) L - 41 ± JOINTS (TYP.) ELEVATION =63.93' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 101, 4" PVC IN FROM 1.33' Q 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" SEPTIC TANK . 4"PVC OUT TO 0 90, (TYP.) 10.75"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. ._ LEACHING FACILITY T> 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR CONTRACTOR SHALL 12" 6" 63.50' 62.60' laid flat 2.875'(34.5")--I i 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF 63.80 MIN. 63.63' ( ) (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 5.0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS AND CONDITION OF EXISTING TEES �GAS BAFFLE 6"CRUSHED STONE (TYP.) 5'MIN. 14.375' EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 25.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 69.00'ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 55.50' BIODIFFUSERS (END VIEW) ON A NAIL SET IN AN OAK TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK i CROSS SECTION VIEW TO THE DESIGN ENGINEER. `CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR `-r E PT I C Tam,!�f K PROFILE DISTRIBUTION BOX DETAIL ARC 36HC (#3616 B D) BIODIFFUSERS (H-2O) TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. �+ - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING {VEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM i - "' • PERC NO. 13452 APPROPRIATE AUTHORITY. * � *• « • •i+ EVALUATOR: Michael Pimentel, E.I.T.INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS MAP 273 MAP 273 fl �• f' " • LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE ,, � . , PARCEL 111 ` THEY SHALL WITHSTAND H-20 LOADING. �' � +►PARCEL 56 C.S.E. APPROVAL DATE: Oct. 1999 • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. \ 61� PROPOSED DISTRIBUTION BOX -- - + .,`` -W - (1 ! ; �a + + DATE: November 1, 2011 / ' r © • • • • ' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE �` •« • • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. I1� FENCF �° ( t ' *• + « " • • .; ELEV TOP= 66.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, PROPOSED TOTAL 25 ARC 36HC (#3616BD) H-20 / + # , ; . < FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). S77°S3'15" BIODIFFUSERS IN A FIELD CONFIGURATION f �� "! + * • • • • ELEV WATER= 55.50 ONE 2 • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN � PERC RATE _ < 2 min./inch � / "6 � �1' +• • SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. \ / X �- ' � • , r DEPTH OF PERC = 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN: h m ; , « ' TEXTURAL CLASS: 1 ASSESSOR'S MAP 273 PARCEL 55 a / \ MAP 273 1) �s �Q 3 '` :'f �` LOCUS - OWNER OF RECORD: JOHN F. &JEAN M. MCNAMARA I TP 2 TP 1 '` 1� MAP 273 / PARCEL 55 66x0' - 66x0'o j �`, f� ,. ' �` � � 0" 66.00 ADDRESS: 93 CASTLEWOOD CIRCLE / TREE (TYP 9,027 S.F.± ' 66-� W i 1 _ bra rry Fill HYANNIS, MA 02601 i PARCEL 46 -� (4 I',� g 4" 65.6T / c� \ ` W r g Loamy Sand 10.0 Z ,,/ FEMA FLOOD ZONE C 10Yr 5/8` `tip` ------� -.. COMMUNITY PANEL# 250001 0015 C 30" 63.50' Perc 17. DEED REFERENCE: DEED BOOK 19609, PAGE 81 k / � ____.._ r, � 48 -g'1 ! _ j 62.00 18. PLAN REFERENCE. P.B. 197, PG. 97 LP EXISTING LEACHING PIT TO BE PUMPED, FILLED -6T�- �� (2) 25 `� r- " 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. WITH CLEAN SAND AND ABANDONED (TYP OF 2) k �' p x PROPOSED INSPECTION PORT WITH `s I: �X-X-X- � - - ,� `'ti � � �s 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 3) I ACCESS BOX TO GRADE (TYP OF 2) # 23 + . Coarse Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY k ryry. [/x r < ,m} 'i ' " - + « • M C 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. EXISTING 1,500 GALLON SEPTIC TANK TO BE >c x \ DR►VEWAY ' _ `' , ° �• ' UTILIZED AS PART OF THIS DESIGN-- / HC-1 Benchmark k ----" LOCUS P LA N 'AS - ---- GAS Nail in 10"Oak k ', WALK ��._ --X- c�PS `` - Elev. =69.00' / B.H. Ste/ \'` (V SCALE: 1"= 1000' 126" 55.50' Approx. M.S.L. No Mottling, Standing or Weeping Observed o CO o DESIGN DATA TEST PIT DATA LEGEND co ,I 1 O _1 PERC NO. 13452 50xO EXISTING SPOT GRADE Z Oyu j I Q W INSPECTOR: Donald Desmarais, R.S. - 50 - - -- EXISTING CONTOUR #69 4,X NUMBER OF BEDROOMS (DESIGN) 4 EVALUATOR: Michael Pimentel, E.I.T. � x EXISTING ���� CO J C.S.E. APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE / 4-BEDROOM HC-2 I �- DESIGN FLOW 110 GAUDAY/BEDROOM x DWELLING w W DATE: November 1, 2011 -, 50 PROPOSED CONTOUR 1 0� Q' TOTAL DESIGN FLOW 440 GAUDAY TEST PIT#: 2 >c TOF =68.0± / \ Hit✓ __ V DESIGN FLOW X 200 % = 880 GAUDAY ELEV TOP - 66.00' --_-- L" fi' WEXISTING OVERHEAD UTILITIES k /O \w\ I USE EXISTING 1,500 GALLON SEPTIC TANK ELEV WATER= <55.50' W - - 'ri EXISTING WATER LINE PERC RATE = GAS EXISTING GAS LINE x ' INSTALL 25 - ARC 36HC (#361613D) BIODIFFUSERS (H-20) DEPTH OF PERC= x / I ■■ TEST PIT LOCATION x SYSTEM CAPACITY TEXTURAL CLASS: 1 x - - / (TOTAL L.F. OF BIO'S&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD EXISTING 1,500 GALLON SEPTIC TANK I (125.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 444.0 GAL. LEACHING/DAY 0" 66.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE k Fill k I TOTALS: 4" 65.67' ® PROPOSED DISTRIBUTION BOX SWING-TIES SCALE: 1"= 10' TOTAL NUMBER OF BIODIFFUSERS: 25 B Loamy Sand k % I TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/3 �� PROPOSED ARC 36HC (#3616BD) BIODIFFUSER(H-20) k -4 DESCRIPTION HCA HC-2 TOTAL LEACHING AREA: 600.0 30" 63.50' / TOTAL LEACHING CAPACITY: 444.0 BIODIFFUSER CORNER(1) 36.19' 54.22' �.> REV. DATE I BY _ APP'D. I DESCRIPTION BIODIFFUSER CORNER(2) 22.18' 40.33' NOTE: PROPOSED SEPTIC SYSTEM UPGRADE l \ N77° BIODIFFUSER CORNER(3) 37.84' 40.64' \ 5315"w EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE PREPARED FOR: 55•38, 9`3 O BIODIFFUSER CORNER(4) 47.43' 54.45' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER Coarse Sand 5- "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED CAPEWIDE ENTERPRISES DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED C 2.5Y 616 - - JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. --�- LOCATED AT WALK EDG OF P 6'-' 69 CASTLEWOOD CIRCLE 40' SWAY_ p PAVEMENT \ HYANNIS, MA 02601 R/V ATE NOTES: _ 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 126" 55.50' SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 8, 2011 EACH SEPTIC SYSTEM COMPONENT. 0 5 10 2I ao FEET No Mottling, Standing or Weeping Observed H of�gssgc MEMMMMOW 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF cam' do PREPARED BY: THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST RESERVED FOR BOARD OF HEALTH USE �� MWIL � JC ENGINEERING, INC. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL l'►HURCHIUJR. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. i L 2854 CRANBERRY HIGHWAY �0 q o EAST WAREHAM, MA 02538 SITE PLAN 3.) LOCUS PROPERTY IS LOCATED WITHIN THE GROUNDWATER FS _ 508.273.0377_ PROTECTION OVERLAY DISTRICT. SCALE: 1"= 10' / Drawn By: MCP 1 Designed By:MCP Checked By:JLC JOB No.2099