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HomeMy WebLinkAbout0803 MAIN STREET (OST.) - Health ..803 Main Street �._. .� Osterville �A� r,�, �� - � � � �_ _ __ _ � �, I 4 i TOWN OF BA.RNSTA.BLE LOCATION SEWAGE # tr6� c_ ,LAGE 0.�'����� ���-- ASSESSOR'S MAP & LOT 'O5� INSTALLER'S NAME&PHONE NO. �� — SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER QaimJ-, f.B � PERMT.TDATE:-- " U COMPLIANCE DATE: o ' 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 301keet of leaching facility) '. Feet Furnished by N . Fee V V - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes /06 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Ziopozaf *pgtem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. U211 Owner's Name,Address and Tel.No. Assessor's Map/Parcel 5419r 1if Installer's Name,Address,and Tel.No. `•e!46"qv'16—cRa J Designer's Name,Address and T4.No. qua ,emu Li�v r O� �v (�'� �7 ,per✓;arc 6v- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building lid -i ;- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ate- gallons per day. Calculated daily flow gallons. Plan Date ) Number of sheets Revision Date Title Size of Septic Tank QC Type of S.A.S. C- Description of Soil 5C)A T9,21 L UNGINEER MUST SUPERVISE AND CERTIFY IN WiJITING Nature of Repairs or Alterations(Answer when applicable) TH,-, S,YS E±EEC WAS INSTALLED 1N STRICT_ 71Ssl..11'Y'tiUHf Date last inspected: Agreement: The undersigned agrees so ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has be ued by this Board of Health. Signed ate i Chi Application Approved by _ Date / Application Disapproved for the following reasons A i Permit No.4�T21—taz2u Date Issued :. N �, 1 Fee � 4 - 1 THE COMMONWEALTH O MASSACHUSETTS Entered in computer: ; `�+gFz a �. Yes ..PUBLIC HEALTH.DIVISION_-TOWI�'6F-BARNSTABLE., MASSACHUSETTS _ _ W� . Application for �iopd �ipoten�'Conotruct on -permit - Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. U 3` Owner's Name,Address.and Tel.No. Assessor's Map/Paicel Installer's Name,Address„and Tel.No. qo"0-4741611 Designer's Name,Address and T No. ! C s;t' at y.a Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. ,Gi4 age Grinder( ) Other Type of Building 13d0;99-At_ENO. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow. r f7 N gallons per day. Calculated daily flow gallons. Plan Date o - Number of sheets Revision Date` Title Size of Septic Tank `rCXG Type of S.A.S. G Description of Soil; A Z Nature of Repairs or Alterations(Answer when applicable) 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 Envifonmental Code and not to place the system in operation until a Certifi cate of Compliance has be&tn sued by this Bo d of Health. / Signed , ate /U t A 0 , Application Approved by I&Date r r Application Disapproved for the following reasons Permit No. fq V2 Date Issued 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 a, r" tF ` r t"'v, at gD� Vim- C>:f,, .� C --}7-V� ( t `�`� h b� constructedlin accordance with the provisions of Title 5 and the lb isposal Sy a Construction Permit No ' .7Cdated (� Instal1er41_'b-45aw^,\k .,Yft'Zh- Designer The issuance of this permit shall not be construed as Worantee that the system1will fun-tion s designed. Date I C7� S !o l Inspector CGS No. / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogar *potem Construction Permit Permission is hereby gr oaCons ct ) epair, idpgra (, �4� 1�ndon( ) System located at r and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the folio ing local provisions or special conditions. Provided: Construction must be omp ted wit 'n three years of the date of s ercnit. ` -- Date: 0 Approved by ,__. TOWN OF BARNSTABLE ' 2 SEWAGE�b - LOCATION J `� . VILLAGE �fe— ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY e:20 O t9­110A- LEACHING FACILITY:'(type)_ (size) NO. OF BEDROOMS BUILDER OR OWNER lFl�' a� PERMIT DATE: 6 COMPLIANCE DATE: ®� Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility ( f any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 3 eet of leaching facility) Furnished by i i 4 .r i CAPE & ISLANDS ENGINEERING SUMMERFIELD PARK 800 FALMOUTH ROAD,SUITE 301 C MASHPEE,MA 02649 (508)477-7272 FAX(508)477-9072 October 9, 2001 Barnstable Board of Health Mr. Tom McKean 367 Main Street Hyannis, MA 02601 RE: Map 117 parcels 52 and 89, Building 803 Main Street, Osterville, MA Dear Mr. McKean: This is to confirm that the septic system installation was inspected October 4 and 5, 2001. The system has been installed in substantial compliance to the plan for file dated April 3, 2001. Sincerely, David Sanicki DS/cma RECF�` -" NOV 10. 2003 TOWN 0 B RNST.TABLE HLTI , f No THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF iiHEALTH O F T() 14 — Q' \�!i -� APPLICATION FORpISPOSAL SYSTEM CONSTRUCTION PERMIT _ Application for a Permit.to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components / /J Lo�tiop Owner's Name ap/Parce)## Address Lot# Tel hone# Installer's Name Designer's N e Address Address Telephone# Telephone# Type of Building: Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building ��4�aSle�r, 5 No.of persons Showers ( ), Cafeteria ( ) Other fixtures 4:I 55 Design Flow in.re uired) gpd Calculated design flow gpd Design flow provided gpd Plan: Date I Number of sheets Revision Date Title Description of Soil s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at U L"- yVl cL c has been installed in accordance witb the provisions of 310 ItNIR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 ------------------------------------------------------------------------ No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construc ( R r ( , Upgrade ( ) Abandon ( ) an individual sewage disposal system at (9 hl�c.✓t t�yjpr as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. . Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON THE COMMONWEALTH OF MASSACHUSETTS FEE - k lllVlBOARD OFHEALTH n OF b V An.Yi 0. - Qj1-u• c1`CCo— APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - C mplete System ❑Inddividual Components Location Owner's Name i1�(I w711'1: Z �, p c�R� Map/Parcel# Address ' Lot# (� ( f ( Telephone# �(J A,4_ f1 iLl tl(UA Cl0 ��. \Installer's Name Designer's Npe Address J�� Address Telephone# "\f Telephone# Type of Building: Lot•Sizerc' dam" Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( )• Other—Type of Building,h9ca„)n(A�SCLQcA-. G SecJS No.of persons Showers ( ), Cafeteria ( ) OtheVixtures. ' ���.g fP COLJ Design Flow ,min.required) gpd Calculated°design flow `J gpd Design flow provided 0�t gpd :Plan(:,�.f.Date iA` 3=n Number of sheets � Revision Date 4itler. Irnna _P, DAW. 1UW04.=....A.t".A,+�n-tc-rn Description of Soil s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation -,.,DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �' Date Inspections 4.` , 0 FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 E'.. No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: f° . 4 at gU3 1 aAA,-\ D , has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer ` Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Constr.uc ( R atr• (,.L) Upgrade ( ) Abandon ( ) an individual sewage disposal system at �!� J (1t(�I.t . t $ ^� O , /�' as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM'5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM ( PUBLISHERS- B`OSTON TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: R4LovMail To: BUSINESS LOCATION: (� -Board of Health MAI ICI �T. �S RU!//'� lyi 0 ass Town of Barnstable MAILING ADDRESS: P.O. Box 534 ;TELEPHONE NUMBER. : S OR - LuOkK Hyannis, MA 02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: G-VY� SDY--l07� lac Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO_ This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils "---Road Salt (Halite) Gasoline, Jet fuel Refrigerants _.Diesel fuel, kerosene, #2-heating_oil_ _ _ Pesticides (insecticides, herbicides, Other petroleum products: grease, luoricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers G411itVJ1 Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $36.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in town (which you must d by M.G.L. - it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1st FL., 36 Main Street, Hyannis 'MA 02601 (Town Hall). DATE:_ Fill in please: -glAPPLICANT'S YOUR NAME: BUSINESS YOUR HOME ADDRESS: . TELEPHONE # H me Telephone Number: c� <i�-zK'—c5:T<.- 9 co ;a 4 NAME OF NEW i3USINE S 'TYPE OF BUS[IV€SS is THIS A HOME QCCUP TION? S N Have ou been. even a rovaN fro tl�e burldan dt��s�c�n? YES. Nd ... . .: ::.. .. y . .. .:....:. 9 p s. AflpRESS OFWSNS e II�IAPIf' Fi"CEt4 N14rtBEjf _ ..... : ':. ... ..:w 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 ir tended to assist you in �taining 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. BUILDING COMMI ONER'S OFFICE , This individq I a een ' o d of any pe,mit requirements that pertain to this type of business. �A rize n r ** COMMEN, 6 J1 2. BOARD OF HEALTH This individual lipas en in o m d f the ernit requirements that pertain to this type of business. A h ze ignature** COMMENTS:- F 3. CONSUMER AFFAIRS (LICENSING AUTHORI This individual has Deen informed of the lice sing requirements that pertain to this type of business. Auth rized Signature** COMMENTS: � � Ys� � t c�c�✓ , SPCA LQ— Ice'✓II _.- I I ----...-- -- -- --.--.. t— ;�� It Iz l I J ' I"'i i. —ni) 1 �I i�I -j *�•�... ' 'L.Q� �I .ai � K!• 'Grp �IL`' 84 C � T IL 1 Z'�a 151'�� � 15',0l I �Z'.o� 15'•0 �—' �� �. 21�=0� �' =� - I � _�� I s I - c- cr I __ _ 17 rr5 kid m I _ I m I ••II ����CCC 0=`_ (I'-01, �' �p 17 z `c.(� — �C` q U I` YuT 10 ��' �(IiCFFEN�t io� I w i f � ' E 13 I ` � I { I Sullivan Engineering, Inc. 1 Puker Road tet®rvige, MA Phone; 08-428-33" Fax: 509428-3115 Project: Dunhill CwWrdes.LTD Location; 804 Main Street;,Osterville Date: June 13,2002 Revised Septic Cetcuiet*n DESIGN DATA(far modMW use) 1st Floor Offices 4185 3f 0 75 GPD/1000 sf-313.9 GPD Conynon Spaces 780 sf Q 0 GPD=0 WD 2nd Floor. Offioo=3485 sf C 75 GPD 11000 sf=259.9 GPD Com =Space=652 sf Q 0 GPD=0 GPD 3rd Floor: Storage 6 0 GPD-0 GPD No base nent/stab constnrction Total=573.8 GPD Leaching Area Eveiw0an Area ftquWad 573.8 GPD f 0.74= 77SA sf Required Area Provided Existing 12'x 51'WasW Store Fk M with 5.500 Gals eaching Ownbers Sidewefi=202'+5112 a 252 sf Bottom Area=12'x 51'=612 sf 854 sf Provided ProvitNtdif>�qultCd= 11196 Excess Capdty 11% Septic Tamb:573.8 GPD x 200%=1147A GPD Existing 1900 t MIw Septic Tank Cormpras NOTE: Calculations are based on floor plans obtained from the Building Departrment on e/13/02. A Planimeter was used to determine the floor areas based on thme plane. CalwWons ate only valid with an ortginal stamp and signature_ gf • 1 s� (5't5) C✓J V S vl.(,r�,, '0 Sullivan Engineering Inc. 7 Parker Road,Box 659,09exvuRle MA eMS $09 428 33" "Am.gam,ugg m tansea-ort-sits June 13,2002 Thomas McKean Boatel of Heel► Towo of Barnstable 200 Mahn Street Hyannis,Mtn 02601 RE: DunbW804 Mann street,Osterville Dear Thomas, Per our dient's request,please find attached a Revised Septic Calculation Sheet for the above referenced project. The oai&W calm4sdons were based on a mixed use, whereas the revised calculation assumes all office space. The floor dimensions for this calculation were determined from plans obtained from the building department,and were computed using a planimeter. Ito common space on both flows was broken out of the calculation, and the third floor was projected as storage. Lastly, there is no basement in this building, Based on the rentable floor areas,the existing septic system has approximately 1 I% excess capacity for the proposed flow. I trust this meets your presrart needs. If you have any questions,please feel free:to contact me. VY y� 7 C) Petex Sullivan Sullivan Engineering Inc. OF MP Cc:Dunhill Development Co.,LTD l M+enAers of'A A="kGZ Society of Aril lima osd MW SWW!'O e W BagenoO" J . �1 J.r� r�•11-r7�t rr.} tf�D1•►1rrl►JflftD� � i htwrvilm. AAA O)h'r t t..1 •.refl A)nV7�I - !.,- '10n Ain OA%'1 �,yr r�nff�,i��e n.1�•glryln ,,.u, l f P t)PT1': Date: Mrss,rlye: f u- - �rcn-n S a L t,o c cullcOlcm-D �o v (�,- ci, LU -T- 'JA `� V- TOWN OF BARNSTABLE LOCATION SEWAGE #?�'9- f _ VILLAGE SSESSOR'S MAP & LOT//r- 0�a- INSTALLER'S NAME & PHONE NO.2�� u�� { SEPTIC TANK CAPACITY �� © - LEACHING FACILITYAtype f/' ee�� (size) 3 NO. OF BEDROOMS PRIVATE WEL! OR PUBLIC WATER BUILDER OR OWNER__� �2 DATE PERMIT ISSUED: DATE COMPLIANCE ISS D: < VARIANCE GRANTED: Yes No /�J �_ �______ t/f'/ f� ////// V \ ��l J � 1' � � / .` � '� / l ` '�� I J ;., No... - F. O.....©`..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4...... ........OF..R,31-7:7�..:51.. Z/4.......................................... App iration for Dilipnsal Worka Tnntrurtinn Vrrmit Application is hereby made for Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: ...�C.o. lx1 %r 2. ..... ............................. ..... �.. �" fJ .............................................. Location.Address or Lot No. � . ner ress v r ----•-�----------------------- Installer Address Type of Building Size Lot............................Sq. feet �-, Dwelling--No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers a Other—Type g ---•--•--•---•-------------- P ( ) — Cafeteria-(-----)- Otherfixtures ------------•-----------------------•------------------•-••--------•--------•---------- ---•----•---•------------------- W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid capacity...:........gallons Length................ Width................ Diameter--------------_. Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................._. Depth to ground water........................ 9 ---------------------------------- •------------------------ •----------•-------------.. ----------•-------------- •....... ••--------------------------_------ 0 Description of Soil........................................................................................................................................................................ W c.� --•---------------•-•----•----••---------•-------------------•---••-•---•---------•-----•-•--------••--------•-•-•----•-•-•---------•-----------••-•--•-----•---...................................... UW ......................................................=....................................................... - --------- =,,, Nature of Repai or Alterations—Answer when appli ble./..CU.._.�-�!_ • ! 7 :...� .G.. ��.._.. Agreement: The undersigned agrees to install the a oredescribed Individual Sewage Disposal System in accordance with the provisions of TITLis 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee i oao health. Signed - -- ------•----- --- ••-/f--------------------•- �c Date Application Approved By................3 .. .�,�, -,� •------•---•---------------•-- - 7� Date Application Disapproved for the following reasons:---•---------------------------•------------------------------•-----------------------------------•--........... ....................•-------••-------------........---------•----------•--------.....-----••--•--------•-•----------•-•••-•-•---•----...---•-•-•-•-------•--•-•----•••--- .............................. Date Permit No....... _. .. ...................... Issued....................................................... Date � ^� .ram•...' '.� No...$ '... .��. FE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................0F. �/�- ........................................... Appliration for Di,opnsal Marks Tnnitrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( 1.•) n Individual Sewage Disposal System at: F • f1.!....._. e!Left..-•----•- • ................Vi J ......... !! Location-Address or Lot No. .... .j y.�<......_ r�c: .................... .........---------------•----........... .................................................... ner A dress _ d Installer Address Type of Building Size Lot............................Sq. feet Dwelling_=No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building .........................:.. No. of persons............................ Showers ( ) — Cafeteria ( ) P4Other fixtures ----•---•---------------------------------------•-•-----•------------------------------...._....----------------••----------•-•-•---------••---------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.............._..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `-� Percolation Test Results Performed by,......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water----__--_-___-_------_-. L,:, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•---••--•----•---•-------•----------------•-------•--•-------•-••--•--•------......._.._.._------.....••••--••-•--------------•--•••-------•--•-••...----- 0 Description of Soil.....................................................................................................-------------------------------------------------------------_-•--. ----•---------- -----------------------------------------------------------------------•-•-------------------- ----- ------------------------ ---------- .' ...--- U Nature of Repa Alterations—Answer when appli ble.., %_ �/ '�`�7.... .,__ r------------­- or � ..__. _ �___ ---•-• ....... . -•----------�J---------- --------------------------------------............................... Agreement The undersigned agrees to install the a oredescribed Individual Sewage Disposal System in accordance with the provisions of TITt.E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been,issdd[ e boar a health. . .............. ....-- "f e' Date Application Approved By...... � 0'''r"',� �1.�-: <c ------------•----- c Date Application Disapproved for the following reasons---------------------•-----------------------------------------------------------------------------••------....-- ------•...........................................••-•-••--...........-•----------....-----•--•-•--•----.-•-•--•-••••••--•----••------•-•--•--•-----------•-•---•----•-----------•-•-------•-------•=•-- Date Permit No...... .....�`�..;et................_.... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOA OF HEALTH ..............OF .. t !� `••'•. ? .............................. Cnrr�ifirtt#r laf f�nnt�rli�nr.� TH RTIF ghat they Individual Sewage Disposal System constructed ( ) or Repaired ( ...} at ,_r............ ..............''......✓....I..............--•---.............................................. Installer / has been installed in accordance with the provisions of I IT Z' � 5 of The State Sanitary Code.as described,in..the application for Disposal Works Construction Permit No..__....... /.-... .i__ dated.......................................:. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. -�� DATE--------------------- ..'. •�..�.. ........................... Inspector......... ,_�.,..) THE COMMONWEALTH OF MASSACHUSETTS T ,e„�n—• BOARD OF HEALTH ...............0F...11 � ". ` At.A/�......................_.............. No.... ,1...., .__ FEE...:= -a..SA .. Disposal nrkp,(9ons'............ rurtinn amit Permission is hereby granted.......... '..ar...Z47.... : �-�- � to Consquct ( ) or Repair (// an Individual Sewage Disposal System at No... s Street ee�� as shown on the application for Disposal Works Construction Permit No. Dated.......................................... I ----------------------------------•---••-----.----- Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS I '•o r e,. Rempve All Unsuitable Material P iur HI For 5 Ali Around System And F.G.23.5 Replace W/Clean Class lMaterial F.G.22.5 1500Gallon j TopEI:20.5_ ;� .r,r `.`.• - - � ;o;;;, ;,,.. `cr"Mw a%,ro'~T a e .��o 20.3 Septic Tanx O. t 86t.El.IT.5 + + '"^ 1 is •; ..�. '.pyi. «s 5.0' 19.9 19.7 L-- ---i �°P .;wD,.'ia."""a'r � 1 `�' ° 1' •� Bedding.cis Per Title 5 Bottom of Test Hole EL72 5 e3 * r \ r o: �.c Ht,.w/F P ° 4.,r c,.../.,. .. Ground No Grod Water I' + .y.,D.••.•••r•1 C7 �` sty 0 Geroge (Retail Store) a '•� - �,._ � - ' DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale 'r' r��I;Il ii::_ �!_ I �li '/ .0. •;• � � •� •:_. ,'. DESIGN DATA ��J --� • ;;' ,♦�a'• Ist Floor Retail F.1770 S. ♦ r L , - •��bndil•. �•' •a I770sf/1000s}=1.77 Fillw+laedt ° aac..oM�wltsH� `FI �♦ a •. 1.77x 50GPD=88.5 GPD '' O°° °L ° • Use 200 GPD Min. Rln, 2ndFloorIt -Office: 1095s-f Owvochd nil 1095sf/I000sf=1.10 - ' LOCUS PLAN I.IOx 75 GPD=82.5 GPO PIG; 1 1 Use 200 GPD Min. =,f I" 2000, L� ° - Scale= = Total Flow ofBuilding=400GPD 1•••+I+s y4._tln r__ ••",',.o•�-�,� i Septic Tank:406 GPO 200% 800 GPO Cmn°` S a•"°v"d y 1 t. Use a 1500 Gallon Septic Tank ��� .T \ a� •.�.. _~� �T:." o Assessor's Map 117 Parcels 176,82&83 LEACHING AREA W-a, 1 avRcv i 1�•oo..awwstmc�.. P'.'..d 2.f,office/ '� A See MU.arol,:l� wo i woos 1 T 400 GPD/0.7g=*1 sf Required s Sidewall:202+31 )2=172sf CROSS SECTION &CHAMBER Flo cmwtfoil pace.11d nsias/ Bottom Area:12'x3I'= 372sf cro.isvDa 544 sf Total Provide :,ror�o su�L __ _ In I LEACHING CHAMBER DESIGN . 6P �".1,0/ ~All Piping to be Schedule 40.Use 3- MCI-. � ( � 5006al.Leaching Chambers inn Ped I 12'x 3C Washed Stone Field as Shown c ` L C�=D £abt.Get Y. (.. �:•;dew.. t � \ PYTO. / .+DNt:•av;y V�`,'•'w 4t w/ woo w... .ncx s•� a sty\ w.Is.a •'a w/ Remgve All Unsuitable Moteriol azm' I Do�o�•e.o•et rt. n ar For5AlIAroundSystemAnd -`' ^• _� - _ - ol. a•o-.D,.o..D �o f.G.26.0 Replace W/Clean Class I Material` FG. 23.5 I :> STREET 1500 Gallon J Top El.22.3 -' ;-,�-�� VIEW 22.7 Septic Tank 22.5 - F c, 5 21.9 21.7 _ ';CALE:1 �=40' Bedding.as -- - --J 6.8' Per Title 5 Bottom of Test Hole El.12.5� '' f JK OF zie - (Office/Retail Building) No Ground Water DELVELOP•ED PROFILE OF PROPOSED SEPTIC SYSTEM ,j1 '; PETER Nat to scale r� i �y N0.29733 C, DESIGN DATA f , CIVIL lit. Floor Retail 4950 S.F. .;There are not wetlands within:1'0C,I (of the proposed leaching facility. r. 4950 S.F./1000 S.F.=4.95 ' „ There are no private wells within t,'i0 tee(of the.proposed septic system. 4.95 x 50 GPD=247.5 GPO �, NOTES There are no variances requested or needed.- 2nd.Floor-Office:3654 S.F+' ,: 1.filer Supply For This Lot it Municipal Water c�J 3654 4.F./I OOO S.F.=3.654 'Ct' 2 Location at Utilities Shown on This Plan Are Approx. 3.654 x 75 GPD=274.05 GPD _ At Least 72 Hours Prior to Arty cxeovation F°rThis c Project The ControctorShall Make The Required �O Ted R Om 1!B•J9 , �d I9399 Wed•a^m(�4gart�n�t( uture)•. ! ,� pg, , Bati•aiu+ O.aforerri f3o�+ar�l\\�,'li+�^� Notification to Dig Sale(I-800-322-4844) Total rvow of Building 632 GPD 3,The Contractor is Required to Secure Appropriate 1 Septic Tank 632 GPO x D- 264 GPO Permits From Town Agencies For Construction 0.70• AP FE and"imc.cwAl ucb-nPAbb SITE PLAN Use a 150Q Gallon Septic Tank Defined byThis Pion. 7Q-133• C sand'ir+da�ar.a t1lYfttL! Ceana PROPOSED SEPTIC SYSTEM 4. Install Risers as Requiredto Within l2"of NOw � AT E J� CNING AREA Finished Glade. 1 ° 632 GPD 0.74•=854 SF Re ulrod z a 804 MAIN STREET q 5.All Structures 8uiied Fovr Feei or store or Subject C 120• C Come s+na 'x'd°g'""°d torres+s OSTERV I LLE, MASS I =2(12;'+511)2=252 S.F. to Vehicular Traffic to be H-20 Loading. kft ,Area= 12'x51' = 612 S.F. ° '�Od'rro'°11f • /gDwik FOR r d64 -F.Tatol Pfavided 6. Septic System to be lnstalledin Accordance With No Erxcw*ww , - h -:= 310 CMR 15.00 Latest Revision And The Town of �, e�om25Go,,. i DUNHILL DEVELOPMENT CO,LTQ t EACHING CNAMBERDESIGN Pei t Barnstable Board of Health Regulations �..trsa.a.rw SCALE AS SHOWN DAEEAUG3INC. 999 aIt Pipes to be Schedu1 40. Use T. All Piping,to be 5ch 40 PVC. SULLIVAN ENGINEERING INC. 5-500 Gal.Leaching Chambers ina f} AIof. ., AooaD RETAIL 5 roR E OSl'ERVILLELMASS 12'x 51' Washed Stone Field as Shown /� t REVISION `i 12f00 SEPTIC_ 5-15-rEM ` .f Fred . lNla9e Square South Condaminlinn■ • ;" I 0�� i Fnd S 73 7'10'1 100.89' i 19X 71 cB/btl .. a a t .B2 > 1 LEGEND: Total Area 45,082±SF 4s �• ,„ 0 a) Sewer Manhole Q c o o ® Catch Basin CQ y> Fr a ® Catch Basin (round) 0 p, O C8/DH wee rrc. t3 ASSESSORS REF.: xr ; -t) Guy Otis a. ; Map 117 Parcels.176,82, & 83 -C> Utility Pole Sign _ a Light Post vwi,D ®` OVERLAY DISTRICT. 0 Monitoring Well O `; AP - Aquifer Protection District & Gas Gate IA- JOY W/r GP - Groundwater Protection District Ed .rFN..met r Garage As Shown on Plan Entitled p ` Water Gate s O Vent Pipe ® D -cam G". h / e C3 �� "Revised Groundwater Protection Deciduous Tree ® ' a.+n.es�m.py„�y,o urn'. / wee Overlay Districts" - April, 1993 o; �' `ram a FLOOD ZONE: ZONE: Coniferous Tree �' d C BA New Shrub V Community mu N Panel o Se _ tbacks: New Tree - ' Z #250001 0016D Front 30' y. ,`t ;.....5 ;.._..; ® July Zr1992 Side 15' _.. —or,�—Overhead Wires S ' Rear 15' � ram► f� � ,.....•'a e., S a.m. g � OWNER. N Dunhill Companies, LTD .................. �.- �: 776 Main Street Osterville, MA 02655 nB2 0o LU 4 REFERENCES: / 2 sty W/F� st,,. / OfHca/R■taBk v 12451116 Mcm 2 sty W/F Deed Boo 12530/78 ` a Office/Retalf {804 2-1/2 sty W/r OWC9 Complex. '� C"c x""y ? a M i •. - d? / r GE ::rdl 157f� - L ....i GAtrnbra r � .O ,t. 2 ■ey w/F a.n.a Ln office � : , rr 004 6-AU_oNV- IDN 1. na-µr T*NK AICHARO,, y� 80.50' 21.14' L�53,70' to y R '. N 7470*10' IN L=47.77' �} :' ® Rs, cCDa LHEUREUX v+ —GH Cam me - 101.46 --:.: a �. No.34312„ E.t' 70'40" • y 25 00' rY Lam r WAN (55' Wide Public ` Way) y 4 '� Sheet Title: �. Y _. Prepared For. = w Notes Revisions: SCale xi stir n Pl n of Land _ formotion shown '+ — h st Co dit ons w a ��'{�1�_ � 4 f)Fme eiiistiny conditions 1n 1 ■ 11!! ex_ . . .- �.:. _...._9_.- .... ._..-- 3s ras obtained b an on the round surve _- y u. e .. _ _: ._. _ ..... . . ..a _. ... : 6nies -LTD` r g - ,r .. a..�. .., . H .- _... . .._,..._„,,... . ....,, y..�.-:.� DunhillRCom. �, .. .... ,.. ... ....�. ..... _ -. .. :. ..-P_ -.:,�^. Date �" u mode`on'Se tember 14 200E ..� ;. ., ... :.. ,r err' 0c. ' : . _ -x� -- :_ - .. .�.,..... ,. -- -. ..,:_.._-. � _ ..- �,. _ ark '�� �°= :..,.z . ,. . . .. .. __.._ .� ,.. .,. tiT . .....<. -: :,.. . , > ._ ..^ . ... ..._.. r .Street. .� - �> - __.. . ._: w _ �.. _- v,. .,,, Man �'.P_ �� _ :776 ., _ c. _. :, -may.. -.. -_ _ JJ +-7- •1 .6., . -:3... -. ._ G. ..... .. y ..a- 'is � s•T35 Y-J. .p... -.5:1- .. - .. 2"., •`:4, _ 792-& 4 M in Meet _ :: -at �0 a S _ .02Ga5 <. r _. A '' - A o. ,. OSt � w y e S08 420-3994 (508)420-3995 rax X 9 Bam ble Os t erv►II :II//aSS = _. � copesurtiOcopeeod.r:et '�� '., C336 SYSTEM PROFILE FIRST FLR. NOT TO SCALE ELEV.66.7 FINISH GRADE FINISH GRADE OVER EL. 66.0 FINISH GRADE OVER DISTRIBUTION BOX 65.0 , = . SEPTIC TANK 65.0 FINISH GRADE �° � OVER TRENCHES 64.0-66.0 ov ,.-�, ��C.L FRAME d C.I. FRAME ._. o &COVER &COVER C.I. FRAME o PRECAST.CONCRETE &COVER � '1 . '.'•i ���''v ��O.r ,•n.c b0 r 1° �r,'�i r r,o\ n,� ,0 500 GALLON DRYWELLS o 3"MIN. RISERS TO 6" OF FINISH GRADE OUTLET PIPE(S) LEVEL H-20 REINFORCED LOADING 13" o FOR 2'(MIN.1% SLOPE TRENCH LENGTH = 59'-0" 6" ° MIN.SLOPE 1% 9 BEYOND >� _- MIN. O DRYWELL LENGTH = 8'-6" 13"MIN. t 61.55 61.35 14° _ — f a MIN. 6 SUMP 9,o:r •, 9,0: or o 0 1 ° /. :, 0,3' -�_ if 61.10 60.97 o PVC OR CAST IRON TEES �'6 n GAS BAFFLE :b :b- b, ro ` rl .o: b b°; '�o ° o b° ; •,o ��. DISTRIBUTION BOX 60.20 ��, cam: L.�.,+,�J , '' r •O. io'a o p � w 9 OUTLET H-20 LOADING w ��' OUTLET INVERTS 2" BELOW INLET INVERT 3/4"- 1-1/2" DOUBLE 3/4"- 1-1 2" DOUBLE , 4 WASHED CRUSHED WASHED CRUSHED 4 _ -° •o ti z -R MINIMUM CONCRETE WALL THICKNESS 2" STONE STONE INSTALL ON COMPACTED LEVEL BASE TRENCH SECTION r '° � ' 1r - 1 , r- � •, .,.,� 1:..'rl I,_ ( r I r, `8,:1 �. :1 QUO °• 1.'� �r�l I� �.', , rol, ��' o/'• , '0 ' °� Lp ,,° 10• °'.P,:i `1.`••r NOTE:.EXCAVATE TO =C= STRATUM IN ORDER TO SEPTIC TANK REMOVE ALL =A= &=B= IMPERVIOUS MATERIAL INSTALL ON COMPACTED LEVEL BASE WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, 9" MIN, 3" OF 1/8"- 1/2" CLAY-FREE SAND 4" DIAM. 36" MAX. DOUBLE WASHED Nnul PEASTONE 1 o' °; o�o'• 3/4"- 1-1/2" DOUBLE 48" 51-21r WASHED CRUSHED STONE TRENCH WIDTH 13'-211 GENERAL NOTES: NUMBER OF TRENCHES 1 NUMBER OF DRYWELLS 6 1. ELEVATIONS SHOWN ARE BASED ON ASSUMED 2:'ALL'PIPES.IN�`TH Sw STEM'MUST BE CAST IRON Op Mq/N OR SCHEDULE 40PVc. OBSERVATION PIT `ST 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING 3234, ``� MUST BE NOTIFIED WHEN CONSTRUCTION IS PERCOLATION RATE: < 2 MIN./IN COMPLETE C,B��Sr `PA�FTNESSED BY: MFNT 4.ANY CHANGES OINTHOIS PLAN IMU T BE APPROVED BARNST BILE BOARD OF HEALTH \ ) wAC BY CAPE & ISLANDS'ENGINEERING AND THE BOARD DATE: OF HEALTH. __ DESIGN DATA BUILD/NG Vol 5. MATERIALS AND ;NSTALLATION SHALL BE IN ?s I COMPLIANCE WITH THE STATE SANITARY CODE / 2 BDRMS. 110 GPD. = 220 GPD. [TITLE V]AND LOCAL APPLICABLE RULES AND � ls.22' ��� / I REGULATIONS. BEAUTY SALON 5 SEATS 100 GPD./SEAT = 500 GPD. 6. NORTH ARROW IS FROM RECORD PLANS AND IS 476 SF.RETAIL @ 50 GAL./1000 SF. = 25 GPD. / I nor NOT INTENDED FOR SOLAR ENERGY,PURPOSES. DAILY FLOW 745 GPD. / 7.WATER SUPPLY:MUNICIPAL WATER SYSTEM. SEPTIC TANK REQUIRED 2000 GAL. - \ 16 o 8. FLOOD ZONE C [NON:HAZARD] SEPTIC TANK PROVIDED 2000 GAL. 38 LEACHING REQUIRED 745 GPD. p o 0 9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL 36.7 ' — — GROUND DISTURBANCE OR VEGETATION`REMOVAL SOIL ABSORPTION SYSTEM CALCULATIONS: WITHIN 1 00' OF VI'ETLANDS,INLAND OR COASTAL BANKS OR FLOOD HAZARD ZONES. REMOVE EXISTING SIDEWALL AREA = 288 SF. 1000 GAL.SEPTIC TANK �• /� � 288 SF. X .74 G/SF. = 213 GPD. / o & LEACHING PIT BOTTOM AREA = 772 SF. . 66�' I 772 SF. X 0.74 G/SF. = 571 GPD. LEGEND LEACHING PROVIDED = 784 GPD. PROPOSED CONTOUR T s8, SEPTIC SYSTEM UPGRADE y4 \ > 52 EXISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM 28.69' ® OBSERVATION PIT n ' PREPARED FOR TOP CONC `; I BOUND ❑ DISTRIBUTION BOX ELAINE MYCOCK EL.75.14 0 0, �r NO. 803 MAIN ST. ❑ SEPTIC TANK o a o OSTERVILLE,IIIIASS. -`.SOIL ABSORPTION SYSTEM E�, �, :�� PLAN NO. SCALE: AS NOTED - RESERVE RESERVE AREA FILE NO. DATE: SEPTIC FILE NO. PCS FILE: 22.26 PIPE INVERT ELEVATION z z z CAPE & ISLANDS ENGINEERING PLOT PLAN 117 52/89 803 o $00 FALMOUTH ROAD, SUITE 301C — MASHPEE,MA 02649 (508) 477-7272 SCALE: 1" = 20' MAP SEC PCL LOT HSE . � . ��,,'' SYSTEM PROFILE FIRST FLR. NOT TO SCALE ELEV.66.7 FINISH GRADE FINISH GRADE OVER L. 66.0 FINISH GRADE OVER DISTRIBUTION BOX 65.0 SEPTIC TANK 65:0 FINISH GRADE OVER TRENCHES 64.0-66.0 C.I. FRAME d C.I. FRAME - &COVER &COVER y CeLFRAME o ° ., r o,,;. •,; r &COVER PRECAST CONCRETE ° 500 GALLON DRYWELLS 3"MIN. RISERS TO 6 MIN.sLOPE 1% OF FINISH GRADE OUTLET PIPE(S) LEVEL H-20 REINFORCED LOADING 13" FOR 2'( MIN.1% SLOPE TRENCH LENGTH = 59'-0" 6" ° MIN.SLOPE 1% ° BEYOND VAI DRYWELL LENGTH = 86 __>Z __ `�, MIN. 0 ,_ „ \p 61.55 _-I 13"MIN. 14" 61.35 `°' MIN. 6 SUMP o' a ° o:r ,r Q,,O:r •r o:o:r vo,_r 10 61.10 60.97 o _ PVC'OR CAST IRON TEES < o,o:r ::6:0.80J = - .''00- -- r•�oo oo:!.�. n r ' �p' �—p , ,,'o \�- GAS BAFFLE DISTRIBUTION BOX 60.20 L o ' .: •; � ;' ;: •_ : - > 3/4"- 1-1/2" DOUBLE 9 OUTLET H-20 LOADING ` "' 'A' OUTLET INVERTS 2" BELOW INLET INVERT 3/4"- 1-1 2" DOUBLE o< o ti- z o 0 4' WASHED CRUSHED WASHED CRUSHED 4' u: _ -4 MINIMUM CONCRETE WALL THICKNESS 2" STONE o 0 0 9 q �, a !, INSTALL ON COMPACTED LEVEL BASE STONE _ TRENCH SECTION d,.r `u :rQyO o• ,.• � �. �, �' ',"or' '4' °' ,'0 °� .p ',° 00'�l,:r NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO SEPTIC TANK REMOVE ALL =A= &=B= IMPERVIOUS MATERIAL INSTALL ON COMPACTED LEVEL BASE WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, 9" MIN, 3" OF 1/8"- 1/2" CLAY-FREE SAND 4" DIAM. 36" MAX. DOUBLE WASHED PEASTONE 6� 6, .o ,.b r o - ,o - !a� 3/4"- 1-1/2" DOUBLE 48" 1 5'-2" „ WASHED CRUSHED STONE TRENCH WIDTH 13'-2" .GENERAL NOTES: NUMBER OF TRENCHES 1 NUMBER OF DRYWELLS 6 1. ELEVATJONc,,SHOWN ARE:BASED ON ASSUMED 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON. OBSERVATION PIT of MA/I�.Sr OR SCHEDULE 40 PVC. 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING 32.34' MUST BE NOTIFIED WHEN CONSTRUCTION IS PERCOLATION RATE: < 2 MIN./IN ps, COMPLETE PRIOR TO BACKFILLING. WITNESSED BY: ,ENr 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED BARNSTABLE BOARD OF HEALTH co Vv BY CAPE & ISLANDS ENGINEERING AND THE BOARD FXIs co DATE: OF HEALTH. — DESIGN DATA M 8U/CDjNG �� 10, 5. MATERIALS AND INSTALLATION SHALL BE IN '7 COMPLIANCE WITH THE STATE SANITARY CODE a / I [TITLE V]AND LOCAL APPLICABLE RULES AND 2 BDRMS. @ 110 GPD. = 220 GPD. 1622' � l/ If I REGULATIONS. • BEAUTY SALON 5 SEATS 100 GPD./SEAT = 500 GPD. a 16. NORTH ARROW IS FROM RECORD PLANS AND IS 476 SF.RETAIL @ 50 GAL./1000 SF. = 25 GPD. _p NOT INTENDED FOR SOLAR ENERGY PURPOSES. DAILY FLOW 745 GPD. / 7. WATER SUPPLY:,MUNICIPAL WATER SYSTEM. SEPTIC TANK REQUIRED 2000 GAL. 1638, 8. FLOOD ZONE C [NON-HAZARD] SEPTIC TANK PROVIDED 2000 GAL. o 6-0 - o = LEACHING REQUIRED 745 GPD. 9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL GROUND DISTURBANCE OR VEGETATION REMOVAL WITHIN 100'OF WETLANDS,INLAND OR COASTAL SOIL ABSORPTION SYSTEM CALCULATIONS: _ �`" BANKS OR FLOOD HAZARD ZONES. �i �� REMOVE EXISTING SIDEWALL AREA = 288 SF. \ Co 1000 GAL.SEPTIC TANK 288 SF. X .74 G/SF. = 213 GPD. . & LEACHING PIT _66 I BOTTOM AREA`= 772 SF. 772 SF. X 0.74 G/SF. = 571 GPD. - LEGEND LEACHING PROVIDED = 784 GPD. NT'68� � � 52 PROPOSED CONTOUR SEPTIC SYSTEM UPGRADE 52 EXISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM 28.69' OBSERVATION PIT < t PREPARED FOR TOP CONC BOUND El DISTRIBUTION BOX ` ELAINE MYCOCK EL.75.14 NO. 803 MAIN ST. o 0 0 SEPTIC TANK OSTERVILLE ,MASS. SOIL ABSORPTION SYSTEM t��' ` + c���l��lc..�w.0 PLAN NO. SCALE: AS NOTED RESERVE RESERVE AREA FILE NO. DATE: SEPTIC FILE NO. PCS FILE: 22.26 PIPE INVERT ELEVATION CAPE & ISLANDS ENGINEERING _ _ _ 800 FALMOUTH ROAD SUITE 301C PLOT PLAN 117 52/89 803 0 0 0 , a uj uj �� MASHPEE,MA 02649 (508) 477-7272 SCALE: 1" = 20' MAP SEC PCL LOT HSE � > > t ,y.. SYSTEM PROFL._, FIRST FLR. NOT TO SCALE ELEV.66.7 FINISH GRADE FINISH GRADE OVER FINISH GRADE OVER EL. 66.0 SEPTIC TANK 65.0 DISTRIBUTION BOX 65.0 FINISH GRADE OVER TRENCHES 64.0-66.0 C.I. FRAME C.I. FRAME •�`� ,� ' &COVER &COVER C.I. FRti ^E ` PRECAST CONCRETE COVED '.o_ _ °;'' -•.,� ^ °,.', ;.o b F 500 GALLON DRYWELLS - _ e 3" MIN. - RISERS TO 6 _/'' H-20 REINFORCED LOADING MIN.SLOPE 1% -0 OF FINISH GRADE OUTLET PIPES) LEVEL 3 6° MIN.SLO?E 1% FOR 2'( MIN.1% SLOPE TRENCH LENGTH = 59'-0" 9 BEYOND MIN. O DRYWELL LENGTH = 8'-6" 61.55 13"MIN. 14" _ ' - cto _ , 61 .35 MIN. 6"SUMP PVC OR CAST IRON TEESE6 :r: o,O:r lo 60 80 00 oo:r.� . n -o o �n 0 'T --I k �X l' `�;"-'Oi�'� /`fr. �'°•r •t ro �;� ^o� ' `�Q' 0,\ �- GAS BAFFLE u ' ° = 1 - DISTRIBUTION BOX 60.20 ,L . �,�f,."' b,' �1 - , ' ;' r 'o% \o J %• ., �' '•i o .r ,r " O:r ', �' d lea. 9 OUTLET H-20 LOADING 3/4" - 1-1/2" DOUBLE w OCLET INVERTS 2 BELOW INLET INVERT WASHED CRUSHED 3/4"- 1-1/2" DOUBLE 4' o MUM CONCRETE WALL THICKNESS 2" 4 STONE WASHED CRUSHED o <' ;I- r 9 <, /, �_ li•STALL ON COMPACTED LEVEL BASE STONE ;oj - 16 0 - TRENCH SECTION JO,it ,�' .,''Ir � O °• ,.' . Ord � �' ,'^or' ��r 0'' , r�/r 'r0� r 0 ,r0 ' OrO'Q.:r ' :r SEPTIC TANK NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL At INSTALL ON COMPACTED LEVEL BASE WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, jg" MIN. 3" OF 1/8"- 1/2" CLAY-FREE SAND 4" DIAM. I36" MAX. DOUBLE WASHED PEASTONE 0 0,. y a0,. 1-1/2" DOUBLE 48" 5'-2" WASHED CRUSHED TRENCH WIDTH STONE 13'-2" GENERAL NOTES: NUMBER OF TRENCHES 1 - -- NUMBER OF DRYWELLS 6 Fpr� 1. ELEVATIONS S� OWN ARE EASED ON ASSUN1E0 Z. ALL I' lHr-J I J I; c �YS-i EM hfUS 113E CAST IKON I11Am �T OR SCHEDUi E I , 3. HEALTH ACEN-1'CAPE & ISLANDS ENGINEERING _ 32.34' � MUST BE NOTIFi-D WHEN CONSTRUCTION IS PERCOLATION RA E: < 2 Ml�i./IN \ ��8Qos, �' \PgVFMFNI COMPLETE PRIC R TO BACKFILLING. WITNESSED BY: 4. ANY CHANGES N THIS PLAN MUST BE APPROVED BARNSTABLE BOARD OF HEALTH M W BY CAPE & ISLA!iDS ENGINEERING AND THE BOARD r� DATE: OF HEALTH. BUILD/NC' 1 r`�7 / �" 5. MATERIALS .ANC, INSTALLATION SHALL BE IN �;- ' DESIGN DATA COMPLIANCE W TH THE STATE SANITARY CODE a / [TITLE\ ] AND LCCAL APPLICABLE RULES AND 2 bRMS. @ 110 GPD. = 220 GPD. 16.22' ��� REGULATIONS. fitAUTY SALON 5 SEATS 100 GPD./SEAT = 500 GPD. / o10, 6. NORTH ARROW 'S FROM RECORD PLANS AND IS 476 SF.RETAIL @ 50 GAL./1000 SF. = 25 GPD. / NOT INTENDED 1"OR SOLAR ENERGY PURPOSES. DAILY FLOW 745 GPD. 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. SEPTIC TANK REQUIRED 2000 GAL. \ \ 1638 0 U� 8. FLOOD ZONE C[NON-HAZARD] SEPTIC TANK PROVIDED 2000 GAL. �—o 0 z LEACHING REQUIRED 745 GPD. 9. THIS PROJECT FOES NOT INVOLVE ANY PHYSICAL GROUND DISTLJ ?.3ANCE OR VEGETATION REMOVAL -R N•J�T UPERVISE AND CERTE�7Y VY:71TING SOIL ABSORPTION SYSTEM CALCULATIONS: WITHIN 100' OF "JETLANDS,iNLAND OR COASTAL l WAS W5TALM) I,d srRICT BANKS OR FLOOD HAZARD ZONES. •CE To PI_.tqt REMOVE EXISTING SIDEWALL AREA = 288 SF. \ \� 0 1000 GAL.SEPTIC TANK 288 SF. X .74 G/SF. = 213 GPD. 66' & LEACHING PIT BOTTOM AREA = 772 SF. Ln 772 SF. X 0.74 G/SF. = 571 GPD. L=GEND LEACHING PROVIDED = 784 GPD. VE�T e 52 IROPOSED CONTOUR SEP TIC SYSTEM UPGRADE '\ �4 1 52 XISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM 28.69' ,.)BSERVATION PIT PREPARED FOR TOP CONC ❑ DISTRIBUTION BOX i BOUND ELAINE MYCOCK EL.75.14 NO. 803 MAIN S I_ . 'i/ o 0 0 SEPTIC TANK OSTERVILLE,MASS. SOIL ABSORPTION SYSTEM PLAN N0. S A NOTED SCALE. S 0 ED ( RESERVE RESERVE AREA FILE NO. DATE: \\ SEPTIC FILE NO. PCS FILE: 22.23 ?IPE INVERT ELEVATION CAPE & ISLANDS ENGINEERING PLOT PLAN 117 52/89 803 o 0 800 FALMOUTH ROAD, SUITE 301C > > > MASHPEE MA 02649 (508)477-7272 SCALE: 1" = 20' MAP SEC PCL LOT HSF K uJuj r /-!