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HomeMy WebLinkAbout0050 RIVER ROAD - Health 50 River Road 078018.001 Marstons Mills No. G L / [ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer- Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication four Migozal 6pgtem Cow5truction Permit Application for a Permit to Construct(t/) epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map azcel � Cs✓ Installer's Name,Address,and Tel.No. .L-em P /�t{ Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 416 0c30 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers(.71 Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 4?L(D gallons. Plan Date k.S Number of sheets Revision Date Title Size of Septic Tank Y)0 Type of S.A.S. ,, n Description of Soil �7 So.-,-. O �-✓v `�� Nature of Repairs or Alterations(Answer when applicable) et-J Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi Boar Health. Signed Date Application Approved b Date6 " Application Disapproved for the following reasons Permit No. Date Issued '- TOWN OF'BARNSTABLE :LOCATION SEWAGE # 6 VILLAGE AA gvgj j k,.��� ASSESSOR'S MAP& LOT D INSTALLER'S NAME&PHONE NO. (� � ,. SEPTIC TANK CAPACITY ;'. LEACHING FACILITY: (hype) (size) NO.OF BEDROOMS BUILDER OR OWNER s .tn .,::`PERMIT DATE: II-a l -4 COMPLIANCE DATE: Separation Distance Between the: Ivfaximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet <;.Pr vate 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 f t of 1 chin facility) Feet 'Furnished by �/ I i i � J "`� O /0 Fee No. GJ G+ / / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 � Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZippYication for Otgpool *p�tem Construction Permit Application for a Permit to Construct(t/) epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components mea n r. . Location Address or Lot No. Owner's Name,Address and Tel.No. S o the, (Zd 'MMAsq!, ,tM 5 K�fG (s j� Assessor's Map prcel Installer's Name,Address,and Tel.nNo.1.t,� .�$ce .! Designer's Name,Address and Tel.No. 1 CC SY Fs a`3\�9 Type of Building: Dwelling No.of Bedrooms Lot Size y'Ui Oy0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( .72 Cafeteria( ) Other Fixtures Design Flow y d gallons per day. Calculated daily flow gallons. Plan Date /k 4 Number of sheets Revision Date Title Size of Septic Tank JZ C Type of S.A.S. c n Description of Soil °I Sc�-,-. { Nature of Repairs or Alterations(Answer when applicable) e.. Date last inspected: Agreement: a, 1 jr The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi Boaz of Health. c Signed � Date Application Approved b r Date Application Disapproved for the following reasons � 1 Permit No. 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 at has been constructed in accord nc with the provisions of Title 5 d the for Disposal System Construction Permit No. dated Installer JW/V A24t,::2 y Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date % Inspector ' --����-------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS lwi5po5al *pgtem Conotruction Permit Permission is hereby granted to Construct( ) epair( )Upgrade( )Abandon System located at 62 2 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the-date of this permit. Date: ,� 9 }f Approved by t n � COMMONWEALTH OF MASSACHUSETTS = EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 4 DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE e� e ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS ® � Commissioner May 28, 1998 Mr. Craig Short RE: BARNASTABLE--Subsurface P.O. Box 1044 Industrial Waste Disposal- South Dennis, Massachusetts Proposed Industrial Waste 02660 Holding Tank for Salon in the Mills, 50 River Road Transmittal No.. 121456 Dear Mr. Short : The Department of Environmental Protection has completed a Technical Review of the above-referenced application for the installation of an industrial waste holding tank. The -plan is titled: " PROPOSED SEPTIC DESIGN FOR KATHY ASPDEN ROJECT LOCATION 4 Q, (LOT 2) RIVER ROAD 'MARSTONS MILLS CRAIG R. SHORT PROFESSIONAL ENGINEER P.O. BOX 1044 S. DENNIS, MASS. 02660 508-398-8311 �U7 DATE 6/18/97 SCALE 1 ' ' =20 ' REVISED 8/8/97 , JOB NO. 1-817 REVISED 2/9/98 SHEET 1 OF 2 The plan proposes to dispose of an average of 100 gallons per day of industrial waste from the site by means of an industrial waste holding tank equipped with an audio-visual alarms set at 75% capacity. The Department is of the opinion that there is no other feasible alternate industrial waste disposal system that could be installed at the referenced location. Therefore, the Department hereby approves the plan subject to the following provisions : 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 ��a Printed on Recycled Paper f .F -2- 1 . The local Board of Health must certify that the system will be monitored by them to see that it is being properly operated and maintained. 2 . Failure of the owner or person having control of the tank to keep it from overflowing and properly maintained will constitute grounds for the revocation of approval, for the use of the industrial waste holding tank. 3 . Construction shall be in strict accordance with the approved plan and Title 5 of The State Environmental Code and no further changes will be made without the prior written approval of this Department . 4 . A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of any construction. 5 . Written certification that the industrial waste holding tank has been constructed in accordance with the approved plan shall be submitted to this office with a copy to the Board of Health. Said certification shall be submitted by a Professional Engineer who is registered in the Commonwealth of Massachusetts. Nothing in this provision is intended to interfere with the right of the Board of Health to inspect the industrial waste holding tank at any time during construction in order to assess compliance with the final plan, as approved by the Department . 6 . The industrial waste holding tank shall not be utilized until a Certificate of Compliance is issued by the Barnstable Board of Health. 7 . A copy of the contract shall be sent to this office upon renewal with the septage hauler. 8 . The Department ' s approval for the proposed system will be dependent upon the recording in the appropriate registry of deeds of a notice the discloses the existence of the industrial waste holding tank and the involvement of the Department of Environmental Protection in the approval of the industrial waste holding tank. No Environmental Notification Forme is required to be submitted for this project since it is exempt under the Environmental Protection Regulations of the Executive Office of Environmental Affairs and the project has, therefore, been determined to cause no significant damage to the environment. Enclosed herewith are stamped approved copies of the plan, a copy of which must be kept on-site and used for construction purposes . -3- If the Department can assist you further or if you need additional information, please contact Brian Dudley at (508) 946- 2753 . Very truly you s, n , Elizabeth oulohe as, Chief Cape Cod Watershed K/BAD enclosure (2 sets of plans) CC: Mr. Thomas McKean, Health Agent Board of Health P.O. Box 534 Barnstable, MA 02601 enclosure (1 set of plans) Ms. Kathy Aspden P.O. Box Box 594 Marstons Mills, MA 02648 Massachusetts Department of Environmental Protection For DEP Use Only i 1214 5 6 - . __. --- Permit No. Tran mlttal i Transmittal Form for Permit Received Date — Reviewer—_,____. � Permit❑Appr.❑Denied Application and Payment Decision Facility ID(d known) Application Information B R P W P 5 .6 Instructions Permit,Approval or Other category(seven character code from the first page of the directions on How to Apply).Examples:BWPAQ01,BRPWPOI,etc. 1. Please type or print.Use a Category Name -- -- separate Transmittal Form Brief Project Description -- ^---for each each permit application. U Applicant or Legally Responsible Official 2. This form has ASPDEN._ - Kathy A been revised and -----------__.._ is no longer a Last Name First Name Middle Initial three-part color- -_P. coded form. Address - -- Therefore,please Marstons_Mlls__--- MA 02648 _ (-508) 394 4600 ext. make three copies City/rown State Zip Code Telephone Number(including area code and extension) of this form: Ka copy 1 must Contact accompany permit application facility, Site or Individual Requiring Approval copy 2 must _SALON IN THE MILLS — accompany Name of facility,Site or Individual --�_-- payment 50 River Road Address ------._..------ ------ copy 3 retain for Marstons Mills MA 02648 ( ) ext. yourrecords. -.-..--".__._-......_" ... .......... --- _....._.-......._--------- ----- - -----_----- City/Town State Zip Code Telephone Number(including area code and extension) 3. Make check payable to ' Application Prepared By (if different from section B) Commonwealth of Massachusetts. __SHORT._._______- CRAIG..__-.__-_..- _---.._-__ R Last Name Ii.d _.._.I.._ Please mail check _" FirsrName Middlelmrial and a copy of this -__P..,0._-Box.._.1044._--__"---..-____-.-.,-_---.-.--___ .--._. Transmittal Form Address —— --` —`—� —"—---"— to: _.Sou.th_Pe.nnis_ MA 02660 ( 5.08) _398 - 8311 ext. Department of Cily/Town State Zip Code Telephone Number(including area code and extension) Environmental Protection, Same ---- P.O. Box 4062, Contact L SP Number(for 2 1E only) Boston,MA, 02211. Other Related Permits:If you are applying for other permits related to this application,please list them below. 4.Both fee- exempt and non- Transmittal No. " Description exempt applicants must mail a copyof the Transmittal Formto: -----_-_._.._..-- -1-------------- -- — ----- ----------._ i Department of Environmental ------------- Protection, Amount Due P.O.Box 4062, Boston,MA, Special Provisions: ❑ Fee Exempt* (city,town,district,or municipal housing authority)(state agency if permit fee is$100 or less) 02211. ❑ Hardship Request(payment extension according to 310 CMR 4.04(3)(c) ❑ Alternative Schedule Project Request(according to 310 CMR 4.05 and 4.10) There are no fee exemptions for 21 E sites,regardless of the applicant's status. Check No. 341(�--------.---- Dollar Amount$___.3.50-00___ ----._Date.___01/28/.98..-_-- _ --- Make check payable to Commonwealth of Massachusetts.Please mail check and one copy of Transmittal Form to: Department of Environmental Protection, P.O.Box 4062,Boston,MA,02211 Rev 6f97 r Massachusetts Department of Environmental Protection 121456 Bureau of Resource Protection— Water Pollution Control Transmittal/ BRP WP 56 I FacilitylD(Mown) Permit to Construct and Install Non-Sanitary Non-Hazardous Industrial Wastewater Holding Tank Applicant Information 1. Applicant: 5. List,in descending order or significance,the four(4)digit Standard Industrial Classification(SIC)Codes which best. SALON IN THE MILLS _ describe the facility producing the discharge in terms of the raciUtyNalm principal products or services provided.Also,specify each 50 River Road classification in words. SbeelAddress — -- --- ---- Marstons Mills MA ___—_02648 SIC CODE' Description Clty/Town State Zip Code 7231 B e au t S h o p P.O. Box 594 a Mailing Address(if different) Marstons Mi ls, MA 02648 A CltyAown stile Zip Cade c 2. Facility work schedule in d Tues, Wed, Thurs 2 - 11 PM Fri day 9 Ali- _ 5 p-M-- . `Note: SIC Codes can be obtained by contacting the MA hours Per day.. from to — Division of Occupational Hygiene at 617-969-7177 4 Gbyr per week from -- to 6. Sources of Wastewater:List the amounts of wastewater,in gallons per day,above the name of the source.Also,check off whether this amount is estimated or measured.Always 3. Facility receiving wastewater: list total flow. WP'qtr)n --_—____ Gallons/day Estimated Measured Narre 46 Marlcah.ap__Road-------- — ❑ ❑ Address _ a)Sanitary (sinks,toilets,etc.) South Yarmouth,.,MP_ 02664 ❑ City/Town State ❑ Zip Code bJ Cooling Tower Slowdown ❑ ❑ 4. List any pollutants which you know or have reason to c)Boller elowdown believe areatwill be discharged.For every pollutant listed, ❑ ❑ indicate its approximate concentration in the discharge and attach any analytical data in your possession which d)Contact Cooling Mier supports your statement.Additional wastewater analysis ❑ ❑ may be required as part of this application. e)Non-Conlad Cooling Water ❑ O 4 Process Water 100 gal 'per dayEk ❑ g)fquipmenWacilityWashdown and other Malnlena= ❑ ❑ h)AlrPolluBon Cud units _. ❑ ❑ -- l)Wasle Site Cleanup f ❑ ❑ P Leachate(sanilary,industrial,etc.) k)Total flow — Rev.5/95 100 gallons per day Page 1 of.2 January 29 1998 Kathy A. Aspden P.O. Box 594 Marstons Mills, MA 02648 (508) 394-4600 (508) 862-2517 Mr.-Wayne MacDonald Tri Town Groundwater Protection District P.Q. Box 2773 Orleans, MA 02651 (508) 255-5744 Re: Salon in the Mills,-50 River Road, Marstons Mills, MA Waste water disposal. Dear Mr. MacDonald, I'm writing to request a contract for waste water disposal services for the above salon, currently being built (completion anticipated for July, 1998.) Please find, enclosed, copies of the MSDS sheets on the products that I will be using at my salon. The salon is set up for a maximum of three stylist, but initially, there will be just myself. There is going to be a 2000 gallon tight tank. I'm guessing that the tank will have to be pumped approximately once a month. That is an estimate based on my current cliental and water use... Craig Short is the engineer responsible for the septic and tight tank plans. If you have any further questions, Craig can be reached at 398-8311. 1 can be reached at the above telephone number and address. Thank you for your time. Sincerely, Kathy A. Aspden o Weston & Sampscn d VA)wihop Rt)ocl, �,()t dr,Yon i i,,;uth. ��awv:huse I Is 0266A S E Pi V I C E S r N C . 1(.1:(!08)16,02414 1(.jx (!)08) /l`)0)91;10 ---------- am& "I A lohj�MUM February 19,1997 Ms. Kathy A. Aspden Salon in the Mills 40 River Road -- Mai-ston's Mills, MA 02648 Re: Request for disposal of Beauty Salon waste at the Yarmouth-Dennis STF Dear NIs Aspden, In regards to your request for permission to dispose of non-hazardous wastewater generated at the Salon in the Mills, 40 River Road, Marston's Mills, MA 02648 at the Yarmouth-Dennis Septage Treatment Facility (STF), Weston & Sampson Services, the STF operator has approved your re(IlIe.St for disposal. We reserve the right to refuse future disposal of the salon v.-isle to be generated at the Salon in the Mills , should this waste change or become detrimental to the wastewater process and or permitted effluent characteristics of the Yarmouth-Dennis STI,. 'file waste material will be classified as"Tight Tank "waste . Weston & Sampson Services is in receipt. of and has reviewed the Material Safety Data Sheets you have supplied to the facility rcparding materials and chemicals used at the salon. Please forward all revised and new Material Safety Data Sheets its you receive them. Thank You. If VOU Should have 'E"ily (ILICIStiOnS Please Call tile at (508) 760-24 14 Mark A. \/otto Project Manager - Weston N-, Sampson Sei-vl(-es, Inc. Town of Yal-11101-1th Scpt:iloeTreatment Facility CC: George Allaffe, P. E'. Public Works Director, Town of Yarmouth Bruce Murphy, Director, Yarmouth Health Department Gerald St. I 111alre, WSS Inc. HE ;01.-—_r0, • bP/ { n `HARNINADLE, ` $ The Town off~ Y���i-�,sta�l� fp MA'S Department of Flealth Safety and Environmental Services Building Division 367 Main Street, I lyannis MA 02601 Office: 508-790-6217 Ralph M. C"ossen Pax: 508-790-62 30 Building C ommissioner it--rlsf 21, 1997 i`jasper Rcl;Id NLu"st()I)s N4IIIs, \Irk 02618 Rc:S I'll Z-OiS-97 Salml in the Mills, 1.0 River Road, Marslcnls Mills (079/018) Proposal: Colltill'net sin".1c killilly Ilonle - I Itc(lroolll- with all;u"Il(-d lu•altly Salon. Also a slwd and fulur-C pool willl li•ncc. is Itlaunc(I. Dcar NIs. ,slim, Tlw ;11)( yc rc•ICrclwc•cl SO(- 1,I;uI u;Is rcaiclr".d al ;IIc r1tt;mst `'l, 1997 nlc•ctiw, O Silc flan Rc�icw mid cicClllcci uncicr Scol(m I-7. 1 (2) ()ftlu IfarnstaltlC %,unin; ()r(liu;n:cc. PIc•asc he 111101"ntc,1 Ill;tl a Ituildin;; 1wrnlit is ncccssary pli(w to any collstructioll. 111mil c( ulpICticm ctl,all wcn k, IIIc 101cr (ducrulicati(nl rc(Inirccl Its, SCchon I-7.8 (7) o Ilu• Town of li.n"nst.11)I(• %cnlill".()rclinancC; Must Itc sultnllm.d. Also, all siOI ;lr;C nuts) Itc (liscussccl w,11► (:Icn"ia I ircnas of IIIis 1)i�isicnt. S11(milcl )uu ll;nc alto' clncsliuns, 1t1c;Isc ICcl Ircc to call. Rcspccll'nlly, ILllltlt ( 'rc�sscn Iillildilig Comiltls.si(All.'t' I BORTOLOTTI CONSTRUCTION INC. DRAINAGE LAND DEVELOPMENT SEPTIC SYSTEMS January 28, 1998 Ms. Kathy A. Aspden Salon In The Mills P. O. Box 594 Marstons Mills,MA 02648 Telephone: 508-428-3102 RE: 40 River Road Marstons Mills, MA Kathy: As per your request from our phone conversation on January 23, 1998, with re- gards to Pricing Contract for pumping approximately a 2000 Gallon Tank: Pumping Charge $200.00 Disposal Fee S 80.00 Total $280.00 per 2000 Gallons I hope this is what you were looking for and if we can be of any further assistance to you on this matter,please feel free to contact our office at 508-428-8926. Sincerely,- Robert J. Bortolotti President Bortolotti Construction, Inc. P.O. BOX 704 • MARSTONS MILLS,MASSACHUSETfS 02648 • (508)428-8926 16µEW51'Ek TRI-TOWN SEPTAGE TREATMENT FACILITY o J P.O. BOX 2773 29 OVERLAND WAY ORLEANS MASSACHUSETTS 02653 (508)255-5744 Fax: (508)255-4482 Gromdw.ter PmtcWon Diaw February 2 , 1998 Ms . Kathy A. Aspden P.O. Box 594 Marston Mills, MA 02648 Dear Ms . Aspden: Please be advised that the request made by ,you for beauty waste disposal from a 2, 000 gallon tight tank to be located at Salon in the Mills, 50 River Road, Marston Mills, Massachusetts has been reviewed and approval is granted subject to the following conditions : (1) Approval is based upon our review of the information provided including "Material Safety Data Sheets" for the beauty salon products which will be used at this beauty salon. Any additional related products or chemicals discharged into the tight tank must be reviewed and approved by my staff prior to discharge at this facility. (2) Approval is limited to 1, 000 gallons per week. Disposal requests in excess of-- 1, 000 per week must be approved in advance prior to discharge. (3) Approval is subject to random sampling and testing by plant operators to ascertain that beauty salon product concentrations are not harmful to the plant ' s biological treatment process . Please do not hesitate to contact me if you have any questions or concerns regarding this matter. Sincerely, 00 Wayne N. McDonald Plant Administrator cc : Jay Burgess, Chief Operator TO ALL NEW BUSINESS OWNERS Please Fill in: APPLICANT'S NAME: HOME ADDRESS: O Yam' _ - Mot anR S 1 i o M La Soy 7 TELEPHONE NUMBER: I� (Please give us a number where you can be reached) NAME OF NEW BUSINESS in. i : TYPE OF BUSINESS 4 � .ysr; Rd Nt.st •�� K.bs � . . IS THIS A HOME OCCUPATION?' Yes ADDRESS OF BUSINESS Se , MAP/PARCEL. NUMBER MA,► 7 ! llt•f 4 , _ ;; A, , :, 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. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor- Town Hall). 1. GO TO BUILDING INSPECTOR'S OFFICE (4TH FLOOR TOWN HALL) This individual has bq§th inform of any rermit requirements that pertain to this type of business. 4Auorized ig nalurelure COMMENTS: 2. GO TO BOAR HEALTH (3RD FLOOR TOWN HALL) .This individual a informed of the mit re ements that pertain o��;ess. Authorized Signature COMMENTS: 3. GO TO CONSUMER AFFAIRS (LICENSING AUTHORITY) - (3RD FLOOR SCHOOL ADMINISTRATION BUILDING) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature COMMENTS: After obtaining the required signatures you must return to the Town Clerk's Office to obtain your business certificate (cost $20.00 for 4 years): A business certificate ONLY registers your name in the town of Barnstable - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. TOWN OF BARNSTABLE op lc� LOCATION SEWAGE# 1,�3 VILLAGE :�, Mj j,$ ASSESSOR'S MAP&PARCEL i'USTALLERS NAME&PHONE NO. V SEPTIC TANK CAPACITY usac, \ LEACHING FACILITY: (type) 2 - min (size) (size) NO.OF BEDROOMS OWNER PERMIT DATE: g/22 JOL COMPLIANCE DATE: bl Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �.�e.•L R , � � p A`_ W- D2 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: " ..PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applicat.ton for Bioonl 6p.5tpm Con5trurtton Vertu Application for a Permit to Construct Repair O Upgrade O Abandon O ❑ Complete System ❑Individual Components Location ress or L t o. 6 4 J Il�f' Owner Name,Address,and Tel.No. Y"�93 7/ �i Assessor's Map/Parcel tU �V JD V Installer's Name,Addsess,and Tel. o; Designer's Name,Address d Tel.No. Type of Building: Dwelling No.of Bedrooms 3 d�l/irv,� Lot Size d, d 7 sq.ft. Garbage Grinder ( ) Other Type of Building PV I'I No.of Persons Showers Cafeteria( ) Other Fixtures Design Flow(min.required)© gpd Design flow provided 35 ��� gpd Plan Date s �5 ®(o Number of sheets Revision Date 5w»-1 Title Size of Septic Tank ice- Type of S.A.S. r� Jam,- °/� Description of Soil ��Q ky- Nature of Repairs or Alterations(Answer when applicable) A 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 Boar f e c 3�7l�/Date Application Approved Date o'er Application Disapproved by: Date for the following reasons Permit No.�� ---/ 13 Date Issued 3 S- ;.� d A ,,ram -41 'Fee THE COMMONWEALTH OF MASSACHUSETTTStEritered in computer: PUBLIC HEALTH DIVISION - TOWN'OF BARNSTABLE, MASSACHUSETTS Yes ZIPPrication for aioozar 6p!5tem Construction Permit ..V Application for a Permit to Construct( Repair(� ) Upgrade( ) Abandon O ❑ Complete System ❑Individual Components Location A- dress or L t 1. r ( ���/f Owner's Name,Address,and Tel.No. �Q �1 yro-93 7� a Assessor's r Ma /Parcel,,j P. � O/(J t/ V/ 1V ���.f%/'���.:,d_/�'�..O)U fly Installer's Name,Idess,and Tel. o. Desi ner's'Name,Address and Tel.No. Type of Building: t Dwelling No.of Bedrooms 3 ������ Lot Size yd, U �} sq.ft. Garbage Grinder Other Type of Building K, h Glij No.of Persons Showers(f ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 0 gpd Design flow provided �5 �a� gpd -Plan Date S Number of sheets Revision Date 'Q i Title. Size of Septic Tank _T��^ Type of S.A.S. Description of Soil ii J YJ Nature of Repairs or Alterations(Answer when applicable) o list 2, Date last inspected: a Ili F Agreement: 's 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 Certif cate of Compliance has been issued by this Boar Hof ealth ` 7� Date ti Application Approve404� d Date a� Application Disapproved by: Date for the following reasons Permit No. p� - �n — 3 Date Issued --------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Y Certificate of Compliance THIS IS TO CERTI Y,that the On- :ite Sewage Disposal System Constructed ( �epaired ( ) Upgraded ( ) Abandoned( )by � at--so Q ivn_r rn has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 900(O " 3 dated�2/9,9-/ t0 Installer Designer Shy #bedrooms J Approved design-flow.- 3, gpd The issuance of this permit shall nool be conspid as a guarantee that the system ill function as d s'gn d. Date (�/ / L-,spector � Fee--------------------------- ----- — �.�-���yy��++�� THE COMMONWEALTH. OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 'i!5po!9al 6p!gtem Construction Permit Permission is hereby granted to Construct ( )7 Rea ) Upgrade ( () Abandon System located at 5o g �a.✓ G<�cX M0, 3 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special condi. . Provided: Constru ion mu t be completed within three years of the da of this pe I� Date Approved tT.1<� by 4 f 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 Installer & Designer Certification Form Date: _3 t_ Designer: C r 4. t Installer: B o+^ t Address: P o w Address: p c 13 O X 7 a 4- S© .JehitiS. •cif �ZG 6 ►119,a—sro-z.� / . %/� Mci -- ,az.-6 �g On 3 z Z o Ce �30� t O/f tom/ was issued a permit to install a 3 (date) (installer) septic system at So /2 i ve✓ lZ ✓4 /1'1 based on a design drawn by (address) CMG �q %Z S�ior� dated ` - (designer) < I 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. , Ne Ze' e—e s er o.r a 4-•-N 4 �..► �L.S t-a_J/)r->r i , eL I certify that the septic system referenced above was installed with in 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. 11 OF 3� off' CRAM 0 SHOW N (Installer's Signature) " y (D ner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form PROJECT DESCRIPTION: SEPTIC SYSTEM AS-BUILT BENCHMARK: TOP OF FOUNDATION ELEVATION SEE PLAN ' .2-500 GAL DRYWELLS W/STONE IN A 0 13 X25 X2 S.A.S. W/RISER DIST BOX .D 1500 GAL SEP TI NK sue" B EXISTING BUILDIN A TO = 102.05 MAIN DWELLING 050 W/SAL O PO �55 oFF T. = 100.00 m � SCALE` 1"=40' O ELEVATIONS: OFFSE AT1ES: 6 TOP OF MAIN HOUSE FOUNDA 770N ELEV. 100.00 X 32.17' 3.75' TOP OF NEW FOUNOA PON ELEV. 102.05 C 31.83' 18.25' PIPE INVERT NEAR FOUNDA TON ELEV. 98.89 D 36.83' 18.42' PIPE INVERT SEPTIC TANK INLET ELEV. 98.69 E 47.75' 33.50' PIPE INVERT SEP17C TANK OUTLET ELEV. 98.45 F 58.92' 43.83' DIST. BOX IN ELEV. 98.19 G 52.92' 35.83' DIST. BOX OUT 1 ELEV. 98.02 DIST. BOX OUT 2 ELEV. 98.01 PIPE INVERT AT S.A.S 1 ELEV. 97.69 PIPE INVERT AT S.A.S. 2 ELEV. 97.73 BOTTOM OF LOWEST S.A.S. ELEV. 95.72 >95.50 OK -_, Member ASCE ICATY ASPEN CRAISr R SHORT, P.E. �`k", r cLOCUS 50 RIMP.O. BOX 1044 ORAI.a y RD SOUTH DEIWNI.S MA 02660 SHORT Professional Civil Engineer AP Soil Ew/uotor ±=' CIVIL ` J&RSIM' AMS Licensed Construction Supervisor • Septic Inspector ! Na 274 Septic • Site • Piers • Structures • House Designs A�D� 'SEC 0 6 F ox il-1035 'f Office: (508) 398-8311 Fax: (508) 398-3063 R: PROJECT DESCRIPTION: SEPTIC SYSTEM AS-BUILT BENCHMARK: TOP OF FOUNDATION ELEVATION SEE PLAN 01\ 2- 500 GAL DR YIWELLS WIS TONE IN A l J "X25 '1\12 ' S. A . S. 2 WIRISER IS T BOX x D & S.T.12 C 500 CAL SEP TI ,q NK s B s, EXISTING SUILDIN A &S.T —T 0. F. - 102. 05 SCALD .1"=20' #50 OFFSET TIES. ELEVA BONS: A 6 70P OF MAIN HOUSE FOUNDA 770N ELEV 100.00 X 32.17' .3.75' TOP OF NEW FOUNDA RON ELEV. 102.05 C 31.83' 18.25' PIPE INVERT NEAR FOUNDA 770N ELEV 98.89 D 36.83' 18.42' PIPE INVERT SEP77C TANK INLET ELEV 98.69 E 47.75' 33.50' PIPE INVERT SEP77C TANK OWLET ELEV 98.45 F 58.92' 43.83' DIST. BOX IN ELEV. 98.19 G 52.92' 35.83' DIST. BOX OUT 1 ELEV. 98.02 DIST. BOX OUT 2 £LEV. 98.01 PIPE INVERT AT SA.S 1 ELEV 97.69 PIPE INVERT AT SA.S. 2 ELEV. 97.73 BOTTOM OF L0WST S.A.S. ELEV. 95.72 >95.50 OK r Member ASCE tip F a KATHY ASHEN S CRAIG R SHORT. P.E. ��'' ORA1G q�ti Y P.O. BOX fO44 SHaST � . 50 RIVER RD .SOU7H DENNKS MA 02660 0 CIVIL AM Professional Civil Engineer • Soil Evaluator No. 27483 �lARS7bNS ' l tri ensed Site sPct Su�ervisortructur� Mousegns ���'cF GIST DAM _ 10 Office: (508) 398-8311 Fax: (508) 398-3063 V 1 4 � �`• ,is �. j .`:.�—•.,.,�r? "jE a'f �r ' le, It � 5 y h { r J �Me.` 2 , w L � - '`• _. � .'� �� t� Rom;.. �. . r;t �,. �.e'• ,..{,.". - _ �� ,.''6Y`. "^ +yam c, .r•±E'+ti1 .�.�r`S .i-'� ' � -- Tr�tr'+4x,: $8�2�. -��. «� ,� _y "L *w.. .#:' f Y � . �v� -...iv' ➢ N . � �.. 1� 'I i'R ' ����,j"i2 z +. ; � '� :1w ;�j `TN...j• yts�'Y � - n�'fv.�•` . Ak Ake.i. r,✓' "" y ,k�'F."h "i lr ..tom„ c pT xrr" ri<T , i.44 f i � •, �k A(t 2 � FORM 30 C&W HOBBsB WARREN TM THE COMMONWEALTH OF�MASSSACHUSETTS BOA C E T CITY W D RTMENT �l 'o A DRESS C 4,M SVOy`0 �� TE PHONE Address _ Occupan Floor Apartment N No.of ccupants No.of Habitable Rooms No.Sleepi Rooms No. dwelling or rooming units Ncr! t ries Name and address of ownerIr r Remarks Reg. Vio. YARD Out Bld s.: Fenc s Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: IAI Stairs: Lighting: STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: Sta4s, FI e V t f ties: Kitchen Facilities Zi k e Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR ee Over) "THIS INSPECTION IS SIGNED AND CERTIFIED UN ER THE P INS AND PENALTI JUR INSPECTOR TITLE `��"` DATEff__0 TIME ` P•�� A A.M. THE NEXT SCHEDULED REINSPECTION�y/,_ P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions,when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed-to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter 11, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation,any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity;pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B) and 410.202. (C) Shutoff and/or failure to restore electricity or gas. Y (D) Failure to provide the electrical facilities required by 105 CMR.410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bade, rubbish,filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. ___�.,�� e11_� C �% t� SHE t°� Town of Barnstable P ti Regulatory Services Department k IIARNSTABLE, *7 "SS I Public Health Division i639• �� AlfD MAC a' 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO April 17, 2007 RE: Rental Inspection for the Town of Barnstable Code Chapter 170 - Rental Properties. Dear Kathy: In accordance with Chapter 170 of the Town of Barnstable Code, we would like to schedule an inspection of your rental property located at 50B River Road Marstons Mills. Enclosed is a document for the tenant to sign allowing yourself into the dwelling with a health inspector for the purpose of this inspection. Because no phone number was furnished for the tenant at the time of registration, I assume you would prefer to be present for the inspection. Once you have gotten the form signed, please call me directly so that we can schedule an inspection that is convenient with your schedule. Or, if you prefer, you may furnish the tenant's phone number and I will contact them directly. Should you have any questions regarding this inspection, please do not hesitate to call the Town of Barnstable Health Department. Re pectfully, i ' Barrett Division Assistant Rental Program.Coordinator 5.08-864 -4072 a >d_ t / n s 7z, °FWE Town of Barnstable Growth Management Department-Ruth J.Weil,Director r BAMSTA= 1 367 Main Street,Hyannis,Massachusetts 02601 039. Regulatory Review Services—Site Plan Review 200 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 February 6,2006 Kathy A.Aspden Salon in the Mills 50 River Road Marstons Mills,MA Reference: Site Plan Review(068-05)—Salon in the Mills 50 River Road,Marstons Mills,MA Proposal: Applicant sought to move a 692 sq.ft. 3-bedroom house to 50 River Road for residential purposes where the .92 acre lot is improved with a hair salon and accessory apartment. Dear Ms.Aspden: Please be advised that the Building Commissioner,Tom Perry,has issued an administrative approval of the above proposal. A signed copy of the plan is on file. The following conditions apply: • All construction shall be in compliance with the approved plan, "Proposed Septic Design for Kathy Aspden", location, 50 River Road,Marstons Mills, consisting of one sheet, stamped and signed by Craig R. Short,P.E. on 1/25/06. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 104(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. If you have any questions or required further assistance,my direct telephone number is 508-862-4679. Sincerely, 01 Ellen M. Swiniarski Site Plan Review Coordinator CC: SPR File Tom Perry,Building Commissione . �TomMcKean;Board ofHealth�,.7 l_ s V ��as Va YNa ZZ�74M L/1V r M Department of Health,Safety,-and Environmental Services �TMf Public HeaFltli D"ivision Date .Q !0z dG� 367 Main Street,Hyannis MA.02601 Z aeaxareetB ernes / / 0 0 rE1 19. Date Scheduled .'.l Time G r Fee M 160 �— �.. is . . Soil Suitability Assessment-x or�Sewage Dispo, l Performed By: C '� / Q /� .�5 7 a r' ` Witnessed BY: 9 �' Cl . �l: ;..j.�.;. ....,.....::>....:..:...• ... .;.;. .,,.......:....: Location Address �C'� ,V- 1n�'' . Owner's Name 1k)(,�: M&U-5-L 1s YN I'S <�V I Address P o •w� ,5.q q 6;2(oq r Assessor's Map/Parcel: En meer's Name NEW CONSTRUCTION REPAIR Teleohone# Land Use �C S i o�e-� �`�'a/ Slopes(%) Surface Stones e7 Distances from: Open Water Body Z Da -t-ft Possible Wet Area Drinking Water Well ft i Drainage Way _ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) >6a' 0 v f� -fie ,L V \ Parent material(geologic) C d C Ca r✓L° Depth to Bedrock / C d r` Depth to Groundwater: Standing-Water in Hole: Weeping from Pit Face N /� Estimated Seasonal High Groundwater G :;;:::<i:;::::::e<::>.:;::.........:...............................:...:.....:...:..:. :1;: 1.. . •.. ;. .>:• �: < ;.,. . .:::' :;r;':i:i:'•::i:Es rsi: iS>::. Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottle c in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft, Index Well#_ Reading Date: _ Index Well level Atli,factor_ Adj.'Gro dwater Level xx :..:::::•:..::.::.::::�..} .............................. Observation Hole# Time at 9" Depth of Perc .�'�M �►S t/ Time at 6" Start Pre-soak Time @ Alf 9 � Time(9"-6') ,,&' End Pre-soak Rate Min./Inch 2 L Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant ........... ::::::................:.::.......:::::.:.:.....:::: Depth'from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % .Z,c �a�Cy �'� �R.3 '✓o /200i s Z7 rr �,f�L OV / 3 Of Depth from SoiF Hoiizol �oi1 Texture Soil-Col I o.r SoiF Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. pnsis ency %Grave _. y _ o t l� / 2 �4 L sa d yy4�� '�-o i2 0 a 7- s � r� � �4 G re ri A4ed r-e o•e• t- �54tid Depth from Soil Horizon Soil Texture`- Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e , Gravel) ?ii'i?• �.:;�.>:...'.•.. ..':;•::'.:'••`'%•:> .•`.•...?• `'.:: `.•'?.�''E`:i>'� �'•:`��??sib? iEi`2 : ;' >:'•>':i;i:•'� Eii'�ff��%'" <iisii<'iii>ii[iy?<` < :....: ... . . .. ....:., . ::... Depth from Soil Horizon Soil Texture Soil Color Other' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. �Qnnqlqtency. Gravel) % Flood Insuran'g Ra-.te 1VIao: Above 500 year flood boundary No_ Yes ✓ Within 500 year boundary No v Yes Death 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? B S If not, what is the depth of naturally occurring pervious material? Certification I certify that on 4 (date)I have passed the soil evaluator examination approved by the Department of Enviro etital Protection and that the above analysis was performed'by the consistent with the_required training,,expertise and experience described in 310 CMR 15.017. Signature Date J e //©S TOWN OF BARNSTABLE LOCATION _'0i D -� kJ� SEWAGE # 6 VILLAGE h a-40 ASSESSOR'S MAP & LOT d INSTALLER'S NAME&PHONE NO. _ SEPTIC TANK CAPACITY'- 1`" �'- LEACHING FACILITY: (type) �_,c�:Q.� X (size) oNO.OF BEDROOMS ,. BUILDER OR OWNER I- A (:Z)PERMIT DATE: I'1- 1 - COMPLIANCE DATE: f / 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 existT` on site or within 200 feet of leaching facility) eFeet Edge of Wetland and Leaching Facility(If any.wetlands exist. within 300 fe i of le'�ching/f cility) _ ` Feet Furnished by o - .... L r _4 r v �' Town of Barnstable Department of health,Safely,and Environmental Services �m Public Health Division Date 4 -3 / 5� 367 Main Street,I Iyannis MA 02601 Q BARNBrABM HAM Date Scheduled 41319.7 Time //-'3 0 •Fee Pd. / Soil Suitability Assessment for Selvage Disposal Performed By: C�°` [ q /?-• Witnessed By: LOCATION & GENERAL INFORMATION . rlti(Qr' Ow . Location Address �d far✓•e✓� ,fL.d Owner's Name �a tz � ly 'VQ/7 Address Assessor's Map/Pnrcel: (/ l Q 10)4001 Engineer's Name NEW CONSTRUCTION �_ REPAIR 'telephone H l oFs' 3 9& 3 Land Use Slopes(%) - Surface Stones '� o f Distances from: Open Water Body f-1-1. .Possible Wet Area +—R Drinking Water Well tt Drainage Way R Property Line s�o R Other fl I. SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) -T, z 7 8r F,0_ J� r< 4 IW , d, 1 I7 0 Parent material(geologic) Ca Depth to Bedrock /✓//F Depth to Groundwater: Standing Water in I lole: J <�7 7-- Weeping from Pit Pacc '✓�—r _ Estimated Seasonal Iligh Groundwater I)ETERMINATION FOR SEASONAL HIGH WATER TAIII- ?, Method Used: A.1/•4 Depth Observed standing in obs.hole: in. Depth to soil mollles: in. (tcl,th to weeping from side of obs.hole: —_ �i` in. Groun(hvatcr Adiuslmcid Il. Index Well 9 Reading Dale: Index Well level Adj.factor_ Adi.Ginundwilcr I.c�cl PERCOLATION `PEST Observation I lole N / Time at 9" bc 4g---- r Depth of Pcrc Lo 6 Time at 6" Start Prc-soak Timc @b 7 End Pre-soak Rate Min./Inch Z Site Suitability Assessment: Site Passed X Site Pailcd: Additional Testing Needed(YIN) Original: Pohlic Ilealth Division Observatim► Ilole Data To 13e Completed on ltncl( j Copy: Applicant t f - DEEP 013SEIZVATION HOLE LOG Uchlh from Soil Ilorizon I Soil Texturc Soil Color • Soil l)thcr Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones,Ilouldcres. p S a;,-l Y 1 G y2 zo �s Cy z ,.j'Ys-6 ,va Coarse /20 DEEP OBSERVATION IIOLE LOG. hole # Z Depth from Soil Itorizon Soil Tcxlurc Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Simclure.Stones.Flouldcres. CQrysi tcrrcy, S(rt<<cI] r /a o 4 z ----- 24" Zo" DEEP.OBS 'RVATION.IIOLE LOG ,:::`-: 1lcile# Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,nouldcres. _Consistel1Cy.ji_(.; avel) DEEP OBSERVATION I"IO.LE LOG I We # Dcpth from Soil I lorizon Soil Tcxture Soil Color Soil Other Surface(in.) (USDA) (Munscll) Molding (Structure.Stones,Ilouldcres. C msistcnc "�_(i,r,i}cj F -d In,t5 Irance Rate_Map: Move 500 year flood boundary No— Yes-X_ W!!!rin 5011 yc..r ho:nd"y No— Yes -- Within 1.00 year flood boundary No— Yes DCl>, olh f tf alurallyQccurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed,IIirouglImit the area proposed for the soil absorption system? Ye -5 If not,what is the depth of naturally occurring pervious material? _ Ccrtificatiii YN I certify that on Ala 914' ((late) I have passed the soil evaluator examination approval by the Department of lsnvironmental Protection and that the above analysis was perlormed by me comistew xviih the required training,expertise and experience described in 310 CMR 15.017. Signature , Date3��� �1 ASsv .0EJ0 ,r< ioo.00 20 FT. MINIMUM FROM CE11J1R SOHL TEST 10 Ff. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST 4 3 7 p,Fy, 10 FT. MINIMUM CLEAN SAND SOIL TEST DONE By v r C- CONCRETE WITNESSED BY L-- o . 1 n^y CbvERS 4' SCHEDULE 40 PVC PIPE 10' AND �D OBSERVA70N HOLE 1 Env.- , OBSERVA'�ON HOLE 2 a-Ev.- CH r MIN. PIT 1/8' PER FT. r LATER OF PERCOLATION RATE _:L MIN./INCH-A-1 G INCHES PERCOLATION RATE o MIN./1Ndi AT 7 2, INCHES /is• TO 1/Z• H RE COLOR M T?HER HORJ RE COLOR M E[ /o z WASHII STONE _ S a d✓ /v m 3 4' CAST IR[..V PIPE y�� j J a .+ 1 C y� Lo a,,,� 4 t N• (OR EOUA) MINIMUM �`- i00 NOT REQUIRED A Laa►,n , t �� ia'` �'� PIT>vH 1/4 PER FT. 1 Cu. FT. OF L a a•+, y 2 ,.f y „ L vo,Y CONCRETE FLOW LINE 9 9.c, N ANCHOR ELEV. - !_O 00 10, 2.s y s 7w' FV. . �O . . s. �, c/ AV-6 No w/� j G oQr Q 2.S)' W 6LEV. . 7: c ELEV. - 9 r SUW' . - ./c aFV. • 9 C s_ �'. ll/� L/L �< /wei BAr DISTRIBUTION !D OUTLET BOX . AA 1 0►'� 1 2!' It Trr (TO BE PLACED ON FIRM BASF WMATM tM1H STONE IN AN / 0 4 14 IN -+• TO BE WATER TESTED 2 S 1� IN S MORE THAN ONE OUTLET / / n ♦G X G TRENCH FORMATION 1� ¢ our S 1500 GALLON (70 BE PLACED ON FIRM BASE) wEt� Al ELEv . _ � O.8 ,, e IN SE P Tl C TANK S01 L AB SOR P T10 N � ---- No WATER AT ' t �_ AA WATER ENCOUNTERED AT •J 2.g" ELEV. . 9` ZONE W SHED '� SYSTEM (SAS) INDEXr AMSTT SEWAGE DISPOSAL SYSTEM PROFILE WT OM OF TEST Hc" OR UscsRO Pe"' WATERBLF' Ev DIMINGST TA a - �- LEGEND: DESIGN CALCULATIONS �_�-� �� _ DIMING SPOT ELE'vATION oo„o NUMeot of aE'DROOMs 4 NOT To SCALE W*TEREXISTING CONTOUR 00---- GARBAGE DISPOSAL UNIT , FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR (LJS GAL./W/DAY X ..�_ W) 44 QAL/DAY SOIL TEST LOCATION REQUIRED SEPPMC TANK CAPACITY WA,- /02. UTILITY POLE -4 ACTUAL 97E OF SEPTIC TANK TOWN WATER —W IN SOIL CLA.S9IFICA7ION _ Z CATCH BASIN ■ DESIGN PERCOLATION RATE MW./1N. CAS LINE - EFrLUEN'. LOADINQ RAZE GAL/DAY,/S.F. T L.r c-rr ,- } LFACHNC AREA G'%+ :; 4 2 ELEAMVEO CAPAd'T (AREA X R �1'gf 117413r QAL/D A ILI _ LEACMN CAPACTY OAL/bAr / m N ALL W RXMANSHV A/ID MATIMA1 S �` P TITLE S AND THE TO" OF - -_ OO--5-R II Too.E. REGULATIONS FOR THE SUBSIURFACE DISI'O1311L OF SEWA L / 2. ALL COMM TO W41TARY UNITS SHALL. BE MMJG+T M R ES E2 t/c' jr AR G"`T - , _ wITHtN !f' OF FINIStIED GRADE. / V 1� O ' . _ 3. ALL COMPONENTS OF THE SAI�1ITARY S1�Tfl�I WAIL St WAKE OF (�''• "� W►lHSTANDING H-10 LOAD(NO UNLM THEY ARE UNM OR Wf1H% Q� 1 10 F . OF DRIVES OR PAFMNO AREAS, H-20 LOADWG %4" DE O L 2<A C 04 TReNCH /� • , - id, 7S I' USED UNDER OR %TrAN 10 FT. OF DRS40 00 PAAONO AREAS. `s A. S. �\ � �. � ro / 4. ANY MASONARY UNITS USII:'D TO BRINC COVERS TO GRADE SHALL D� doe.�• �c \ � h� �, o T- 1 PLACL s o �M ON KAS SM MADE z.S To o&AftjAnoE ram+ /%/ JjFA U � y ,5 rlj L 0,-V J rA1N SU;•m DET7<R9MINATM FR(M A- ATIr AU?M0RITY. / Q. UTL'T5 iH O%N ARE APPR°XMMATE ONLY, EXCAVATION CONTRACTOR Ti - T T'�q/V�tc IS TO CALL 'DIO-SAFE' AT 1-�-322-4644 AT LEAST 72 HOURS oc' / M iN'- �L�C� D. 3 SEATS DOA . F L 0 w _ x i o o x J O o'a= iSOc 7. CONTRACTOA !PRM TO SQO YERIFY GRADES AND ELEVATIONS AS Wal AS I aFTjr/c P Z ca P 0 T E D -r cl A/rc = 2 OD O QA L SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE A.U 'tij PARCEL IS IN FLOOD ZONE s►N K. V N T 9. D R 9 J "v �b E o` 'Qo �. / v \ c G LOT IS {OiO�N ASSE93dlS MAP 7� - AS PARCEL. 8 t \ tS / s F�AIz,IC i NG� �O,Q GN�?%/tS ' .:JA2D S JU L. c � ��� /�/ELLr�/C.7 1 id, ZONE VOA MIIV. AREA / 0�000 .5� / O i; �. •- 6 /vi / n/, PA0 TL.K�/v C- - 12__S! Tf !S /ti �c/ A P f� 5 ui��'.2 P2 o7Ar �'/ a/ Q �► `ice` a P R O Q 0 3 16 u Q.� c'0 0 24 N.0 I of r �low, .' /� <vTUR E s'ooL 428 - 3 i o 2 SZ 7-As PE,Z, 'ks rOOVs M I LL J MA v Z d APPROVED: BOARD OF AL d ��1ET \ / OWNE2 F_ 0 JV'A K D C��RKY Er UX rrt�.STjTr'ES or THE 3AItC0- ,.moo.-sT j �};�;, • ,37 : �' RED[ TY TRQST UDT P ict CgrcH •v 1945' MAI" srp-EBr 4 OF STeSME 01 +, r- P,EU�OSE1, '`� -x t�. Mn2.s T-oiv.s M /t1- 5 MA. oZ/.4� DATE AGENT ?4.� t - �' t''I 20 a a G.A L ` spo� N �rN PROPOSED SEPTIC DESIGN T/ G- N T T'f►U/C pomp FW AU A5PDEN . �\ ' ,� PRO 'CT LOCATTION 'r--- - •°o �, - �' �� ' 9 ` \ . e� vas TON F DA,er. /wG, 4 �, Focus �T z - chT1z �' D r. , .,E v,A y .q.SEAOf I ,� MAR STONS /�11 L L S i JAY CRA443 Cytin`r p� CRAIG P. SHORT sl�o�,r d PROFESSIONAL, ENGINEER A wti 1 CAVIL I �B 508- P. 0. BOX � 44 F Igo.274 3�� a s. DENNIS, MASS. 0 Z 0 0 0 1NOF�q. ~^A9 2 Ac 2 3 G. 7 33 fsS;OtiA►_ Lr��` DATE w blood 9T I SICE s cctarc �s-'f�� \\ ^r C g SHOP G' f ( H J J v..-.,e•�� �^+,/r't,, REIASED v/ '/ JOS N0. _ 7 I [ SHEET OF O 19" CI m It. SF101CT, P.L j BENCHMARK TOP O F �ATG rf ,SAS/N ,oq U-AED .r•L ioo,oc 20 FT. MINIMUM FROM CELLAR SOIL TESTS 7 ! G 10 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST ELE.Y. _ CLEAN yWp SOIL TEST DONE BY r_ 4.,,� 9_ _ ho r P- �. WITNESSED BY L D • /3 A tticy 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEY-m OBSERVA?lON HOLE 2 aFv.•_.�._ MIN. PITCH 1/>!' PER FT. r `. R OF PERCOU1T10N RATE t MIN./1NCH AT G INCHES PERCOLATION RATE MK/INCH AT 7 tN(�ES \w4n H COLOR M M .STONE p S a Ad /v Y/Z - ' • s a •••�y 4 CAST IRON PIPE ,. I y Ne (OR EQUAL MINIMUM ^"' � � " " Lo a rv� , t i /G �A Lo a.•., 4 t ' �• ----1 PITCH 1/4 PER FT. Z 1 CU. FT. OF L oa +, y 2 •J y �� L oo.•,y 2.S y Tl ] CRE 20 Sd�'1 .f�f. I Et `�9. i .Sa•� Jw �� E 9 0 FLOW UNE E L 9 9.O ANCHOR ELEV. • �,J G J �Il H. _ . . C oa �.t e 2 .J`y caese 2.S r _- >g3 O e' su 9 / I � E1FV. S• � d v/� C. b.6J� So n� / �� �!bb/cs EIFV. 7S „Cy E LEV. o Jul' CA P.-,)C I T y r^''a V L/ DISTRIBUTION ID W (TO BE PtJ1Cm ON FIRM BASS BOX tNA,1RATORs WITH STONE IN AN SFEET 14 IN TO BE WATER TESTED 3 14 IN 1500 GALLON I F MORE THAN ONE OUTLET / '` �''r` 2 �+ ATx�V n' 34 IN S E P Tl G TANK (T° BE PLACED ON FIRM � SOIL A B S 0 R P T I !i) � AJo WATER EN000NTM AT I Z o ELEV. • �� 0 a AA WATER E NCOUNTERfD AT � �o,► 9�. ZONE '/4 TO 1 1/2- SYSTEM (SAS) INDEX----- WASHED sTONE "ST� LEGEND: - DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE wr'OM of TEST "OCE OR USGS PROS"' wATER TABLE Irv. E�osnNQ SPOT ELr vAttoN oo„o of e�ooMs 4 NOT scALE —�� t -t— t70STING CONTOUR 00---- GARBAGE DISPOSAL UNIT �a I' L MATED K SPOT O GRAYP P R 0 V E D 90 TEST LOCATION EVATICIN TOTAL TANK CAPAQTY UTIUTY POLE -O- ACTUAL. SIZE OF SEPTIC TANK GAL TOWN WATER W1 SOIL CLASSIFICATION CATCH BASIN DESIGN PERCOLATION RATE IAML/IN. MASSACHUSETTS ".RT EIs IT OF OAS LNE G EFn.UEN7 LOADINQ RATE � GAL AY/SF !., (•9�.- _ LEACMNO AREA / / 'x 4 C//4 x 2 1.��... SQ ENVIRON E .' �' E ION Foy r L., `~ - � � � �` s �' " LE/►CHINQ CAPACITY (AIKA X RA d OAL./DAY / date ' > '2�`/ L � w w RE SERVE LEACHM CAPACITY QAL/bAY NOTES: 1. ALL WORICMAWJW AND MAT=Z `-'r/ A COIlI�RM TO D.E.). TITLE b ANP THE TOWN OF RUES AND 4.1 i� REGULATIONS FOR THE SUBSURFACE DtSPOSAL OF 3EWAGE. / 1 2. ALL OO M TO SANITARY UNITS SMALL 9E SROUWT TO /1 s > !2 LDS E2 v t 3 9.5. i�/z �1 ' • WI TWIN e' OF FORS40 GRADE. 1Y1 71:),e I ALL OOMPONOM OF THE SANRNRY aY9 MALL K WANLE OF WITHSTANDING M-10 LOADINO UNLEM THEY ARE LI�DER OR WITHMI�St `0 FT. OF DRrM OR PARICMO AREAS M-20 LOADNG MALL sE7 4. ANY A Y L uUNDER OR WnM � oo�FT. OF DIM �esPToaeu Q.5.A.S. BE MORTARED IN PUKE. r S S. NO DETEI%V"TION HAS SM MIADE AS 10 COMPLIANCE MIYN �' �\�, � ��r� � � 7'?'� � .i � -- - '*!�"� c� �:"� am:t>,•r�rt. * �+► � sue+�.�+:r r� m OWTAIN SUCH Dt-MUMAYMM FROM Ar IN11 PRU1TE M MOIIH'Y. UTILITIES SHOWN ARE APPRO MATE ONLY, EXCAVATION OOMTRA -m-,,; IS 70 CALL "DIG-SAW AT P" OOmMENC ING WORK P100ON sm27-+i844 AT LEAST 72 HOURS )01.1 F 4 O w = 1 x /o O x f0 p°7a-- SO-07. CONTRACTOR is TO VERIFY GRADES AND ELEVATIONS AS VA LL AS PJ?-QPOS �.-e7 TA•1NIr = 2Qa0 �►AL • SITE CONDrnoNS PRIOR 'o COMMENCING woRx ON SITE. 3,fpT/ �- o O �. ` ,� 4, f & PARCEL IS IN FL000 ZONE P,C� / N .�rApj JK 4 'tip ,r\ 9. LOT IS SHOWN ON ASSESSORS MAP .�.T�Q.. AS PARCIFl.�L..._. � G, F o,� G H 99//Z-S - G t'L A ! N G 3 re.D S .l.a L'i ✓/.w o o`./ _T- �y R Ei4 '�rf. l p N E L 1. n/G7 G ! 1. ZONE v aA M I/V. .t�, � A2�Ad / 0, 000 .. \ / D� �tS �� ; ± .(' R, M 1 /J. 72.K/,V G- f3 t 2. S 1 T ff ; a I ti is A oTEC- <t. . Lam, -' - ,, � - PROP©3 0 );2 A/ G- - /p �?� -- a- �, 1• O- O / - / 2x2t31-1C t 9 - 9x20 ATOP S�[ r -mil Q �'-)- f ! Aar / It / l N :r 2 iI.S J r� , / •� ` _ �� F /� •� /�\ \ _ter � � !�A P� I G f'1 N T K Fi T N y fa s P D EN I I w 428 - 3 J o 2 S2 TAs PE2 ACAD Eh/CA /vot A k5 7- "J M J LL J MA a L 41 ® _ �; `Y? owNE � Fa �A�D o�R�ey Ervx• APPROVED: BOARD OF EALTH 042Q_ GP), -�2uJTIrES QR' THE SAR�G� ,JOST 1�I• A G x 7 COJvc.2Lr7E .. \ sT..t , Yam"-- .04 A^,, r as T2Ept TY T2 ST vDT � Oflr/ce' I C TC1-H L3ASJ�/ r�C ' x' i , -\ �rE I ` 9GS NtAIA/ sTRL�sT \w`4 'OF smo,/E s� N �"` --`„ n--x' x MA2_S rows m/44- 5 mA. 024,4 DA'E ACE:N; i r _ - `' - ���" `"�`- `� PROPOSED SEPTIC DESIGN � C' ' ,! T/ 4- r-i 7- Tf3v k po�ry _ I t �% 3 1r<1 v T' Y /Q �. //�� ��-- LLFOR A o E` J �lv`4 7—G, z oc? L V=-G F Tom, 0-3 ,-oeaT 4 PRO.ZCT LOC/1TION - P�a,�r. 4 `s` �� �d PROFESSIONAL GINER ENE � 9 508— P. 0. BOX 44-Ar 1�. �. 314�a ,; DENNIS, MAS& a z G G O ArA Al �q/Z k ==G 7 J,F j DATE G// . 9 SCALE 2C CFI �' C �As/ —� D T J 8CRAIG / � JRT ► I �� 8/ 7^HO p / 7�+cNu- v —� -- _OCATiON MAP 1 REVISED �/g/�F SHEET / OF 2 LAYER OF SOIL 24" DIAMETER CAST IRON FRAME AND COVER BROUGHT TO FINiSHED GRADE F� �v. l03 •�O FROM ONE SINK DEDICATED 10' MINIMUM 04 TO PERMS AND HAIR F`E ✓ �UZ COLORING, ETC. 4" SCHEDULE 40 PVC PIPE (OR EQUAL) MIN. PITCH 1/4" PER FT. ALARM CONTROL BOX CONNECTED TO ALARM AND DWELLING INVERT 18" OUT ELEV. = ioo.00 INVERT IN ELEV. ALARM ACTIVATION LEVEL (3/4 OF TOTAL DEPTH) Q` m TANK TO BE SET ON A FIRM BASE (I.E. 6" LAYER OF 3/4" - 1 1/2" STONE) 2000 GALLON TIGHT TANK NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN SYSTEM DETAIL RULES AND REGULATIONS FOR DISPOSAL OF SEWAGE. NO SCALE 2. ALL MANHOLE COVERS SHALL BE 24" HDCI BROUGHT UP TO FINISHED GRADE.. 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. DESIGN CALCULATIONS 4. OTHE R S�Iv., TAR Y WAs re' ro Go /ni ro T, 7%& s_ s:ys rc� 5. HOLDING TANK SHALL BE ASPHALT COATED AND HAVE 6 ML POLY ATTACHED TO THE 6 NUMBER OF SEATS 3 OUTSIDE AND IPX WATERPROOFING BY MANUFACTURER. . HOLDING TANK SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. GARBAGE DISPOSAL UNIT NO 7. THE ALARM SWITCH SHALL BE CONNECTED TO A BELL AND LIGHT ALARM LOCATED IN TOTAL ESTIMATED FLOW 300 GALS. THE RESIDENCE. 100 GAL./SEAT/DAY X 3 SEATS1500 GALS. 8. ALL CONTENTS OF THE HOLDING TANK SHALL BE REMOVED TO A LICENSED REQUIRED TANK CAPACITY SEPTIC TREATMENT FACILITY- FOR DISPOSAL. 300 GAL./DAY X 5 DAYS 9, PUMPING CONTRACTOR MUST BE LICENSED BY THE TOWN. MINIMUM TANK CAPACITY 2000 GAL. 10. APPROVAL REQUIRED FOR MISCELLANEOUS DISPOSAL BEAUTY SHOP ACTUAL TANK CAPACITY 2000 GALS. SIC 7231 REQUIRES TIGHT TANK INSTEAD OF AN ON-SITE DISPOSAL SYSTEM. A P P R O V E D MASSACHUSETTS rtl^.'.F4ENT OF ENVIRONMEi4T/%L l:,_."'JTECTION PROPOSED SEPTIC TIGHT TANK PLAN ateIN MARS TO NS MILLS , MAS S AC HUS ETTS AT 40 RIVER ROAD FOR KATHY ASPDEN �`% OF FEBRUARY 9, 1998 CW3 APPROVED: BOARD OF HEALTH 0 SS1+oRr CRAIG R SHORT, PE Naa P. 0. BOX 1044 SOUTH DENNIS, MASS. F NAt �G 02660 DATE AGENT (508)-398-8311 Z� SHEET 2 OF 2 SHEETS ® 1998 C.R. SHORT, P.E. 501E TEST DESIGN CALCULATIONS _ BENCH MAK: 20 F?. MINIMUM FROM CELLAR SOIL TEST DONE B CRAIG R._SHQRTLP_E_ NUMBER OF BEDROOMS DATE OF SOIL TEST 1Q/12,[Q5 _ ;WITNESSED B" QQNAW-DEaMARA§ GARBAGE DISPOSAL UNIT NO, NQI-ALLOWED TOP OF EXIST HOUSRE 10 FT. MINIMUM OBSERVATION HOLE I ELEV.=_-1�_5- TOTAL ESTIMA7FD FLOW ELt' 1D0.00 ASSUMED CONCRETE COVERS (110 GAIL11WAAY X �_ OR.) _-IM- GAL./17AY PERCOLATION RATE <z_- MIN./INCH AT 42=54 INCHES REOU/R£D SEPTIC TANK" CAPACITY _1 _ GAL. TC' OF PROPOSED HOUSE 4• SCHEDULE 40 PVC PIPE DEPTH HORIZ TEXTURE I COLOR MOTT. OTHER ACTUAL SEP77C TANK CAPAC/rY _1500 GAL. ELEV 102.00 ASSUMED MIN. PITCH 1/8" PER FT. LOAM AND SEED 2" LAYER OF LOAMY I SOIL CLASSIrICA 77ON _-L_ CLEAN SAND� 1/8" TO 1/2" 12" O/A SAND 110YR 4/31 NO ROOTS DESIGN PERCOLA77GW RATE __SS _ MIN./INCH 3 �" CAST IRON PIPE6 MA ELEV. = 1 .25MAX. , WASHED STONE LOAMY EFFLUENT LOADING RA7F Q.74_ GAL./DAY/S.F. ELEV. 100.2MIN. 2r B SAND 10YR 4/8' NO ROOTS LEACHING AREA �ZZ_ 50. FT. (OR EQUAL) MINIMUM (13'xzs)+7e'xz') PITCH 1/4" PER FT. I Q Z I LEACHING CAPACITY GAL. DA Y - �/�Q� / ZABEL FILTER 134' C1 �SA>►�RK 10YR 6/8( NO RESERVE 477 LEACHING CAPACITY 2_ GAL./DA r FLOW LINE FLE\V rn t0" 98.2 99.00_ -- MIN. ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ NO WATER ENCOUNTERED AT �J _ _ 2 0" o o ° o �1L' ELEV. - �.',�_ V � ELEV = 98.25 , t� LEVEL , o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o i ELEV. _ _98.50_ GA$ I ELEV. _ -98_00 J6" SUMP ELEV. _ _97_•� 0 0 0 0 � OBSERVATION HOLE 2 ELEV•=__imli BAFFLE o 0 01 ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ 0 2'0 0 PERCOLATION RATE _< z MIN./NCH AT �� INCHES DISTRIBUTION ELEV. = o 00 ❑ ❑ ❑ ❑ d ❑ ❑ (] ❑ ❑ ❑ I o o s 95.50 - OUTLET BOX -9-7,5Q_ !o j ELEV. DEPTH JHORIZ TEXTURE COLOR MOTT. OTHER 9� NHS !`0 BE �L.ACEC ^� FIR! SASE) WATER TESTED TO BE WAT �- LOAMY '9 INCH s 1 1500 GALLON SINCE MORE THAN ONE OUTLET 2-500 GALLON ORYAELLS WITH STONE WELL N/A 12 I O/A SAND IOlt 4/31 NO ROOTS \ 24 INCHES I (TO BE PLACED ON FIRM BASE) IN AN 13 X 25X 2' TRENCH FORMATION Z ZONE - + i4 INCHES SEPTIC TANK 6' INDEX hli G 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION i ADJUST LO Y I �- �� DOUBLE WASHED STONE LOT AREA 1 FREE OF FINES do SILT SYSTEM (SAS) 40,028. 7 S.F. USGS PROBABLE WATER TABLE ELEV. _ OO�IdlK SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = _ A_ \ NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ 5Q__ NO WATER ENCOUNTERED AT _-u'- ELEV12 ZONING NOTES: 9 SITE IS FRONT SETBACK� 0'NG D 1 ICK MIN %* /PROPOSED S.A. / /SEPTIC SYSTEM\ SIDE SETBACK 30' MIN REAR SETBACK = 20' MIN BOX . • 95. \ �'- \ �/ LAPG £E NOTES.' ES S. TI/2 0 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND A , \ SEPr/C THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF sa \ O TANK 10 SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF 1 \\ O O ti0 / FINISHED GRADE. r / \` /� 99 �, /\ \LARGE TREE J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF gyp. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF 98 3 97,3 '5 99�6 1oNr 's_ �2 • p' DRIVES OR PARKING AREAS. H 20 LOADING SHALL BE USED UNDER OR WITHIN 01.1 �0' 101.4\ 10 FT, OF DRIVES OR PARKING AREAS. X 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED 9P F IN PLACE. O 10..2 p 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR LARGE THE SHED POSEM S. T ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH 96.5- 1 .9 PROP R00 G \ 98." DETERMINATION FROM APPROPRIATE AUTHORITY. 8EG LONG gp.43 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO ` NG SAS t3OL0 101.2 3 0 7FP / CCALL OMMENCENGAWORK ON SITE, 344-7233 AT LEAST 72 HOURS PRIOR TO 15� R /i_ \ / 7.. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE EX PER LARGE 7PEE / -- - /// wui vrv� rriwrc iv �irMiNcivirivw rrOnK Oiv Si ram. Nry v:uiiA iviv $ Tv at \ F 51, '00 9 4' X 6' RA GE ' BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. a' \ 97.4 9-0 97.59 99.6 O DUMPS E 5N 17 s \ 8. PARCEL IS IN FLOOD ZONE C _ g. �3300 p 9. LOT IS SHOWN ON ASSESSORS MAP 078 AS PARCEL 918 5 / 0 , s 10. ALL 'UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A 4101 v �. MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE 90 98 7 A y$ • 98.9 100. REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF 98.7 98•8 ENCOUNTERED BELOW S.A.S. PIPE INVERT, 00.0 98.9 LARGE TREF 0 5 t\ 0 f'o TER` 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 99.2 BH 98 9 PROPOSED 61 - 1 pAV�O PAL \ • g8' 72. A ZABEL A1800 FILTER IS TO BE INSTALLED. • 98. 9. 9.1 i / T O • 100.3 STOCKARD FENCES l,j CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND g PROPERTY LINE. �\ � \ 9®7 STIN GO J/ p09 K � � Nc�i 99.0 \ � / 14. CONTRACTOR TO UNCOVER TANK OUTLET TO CONFIRM ELEVATION 411 BEFORE ^ n \ EX10LE j5T T 1PNw,4 y \ \ / INSTALLING S.A.S. • 98.E \ c, 71 } �Pgfo E JIGN 0051 PROPOSED \ - 9 9. GP" R ON 198.0 DRIVEWAY � � * �•��' . \ Ist►NG 0 E� 97.4 N IR 5 LON P,gq� � . 1 / T .- �r f NP NG PPG E A0 5 9 p" ' CRAIG CO BL s"`~RT _� '. APPROVED : BOARD OF HEALTH GP Pi L 97.6 \ I CIVIL I dt t 53 G 98.7 P IGr i k Q IG i 99.8 O a No- 27C$3 7 510 so`' J# 1310 DATE AGE^,T 7 7Vg D O6 c9 s 96.9 LEGM: `� • 98.1 5 i BARNSTABL& TOWN WATER-W -- � - � LIGN1 97. 4 / �� �S; VILLS) - PROPOSED SEPTIC DESIGN WATER SHUT-OFF �y 051 97. WATER VAL GAS- GAS-GA®- LAMP P o P KA THY ASPDEN GAS LINE- 8,5 97.1 O GAS METER Q 2 2' W10E WALK GAS VALVE �` O9 ELECTRIC LINE C --E I ELECTRIC METER 9 2 BIT-PARKING 96.8 �� la ! `r'�y BARNS'TABLE', .VASS. ELECTRIC BOX \ `Or 96.3 -) `j' I m " 97.3 96.5 0 0 LOCUS cy (MARSTONS !LIILLS� I ELECTRIC MANHOLE \ 96. CATCH BASIN- v _ I CESSPOOL. � Q CATCH BASIN 246.2 � �� --__--- -- --__- I LEACH PIT © \ ® 96 P. ' ® � N � CRAIG R. SHORT, P. E. LEACH UT �'C.O: CATCH BASIN 0 235 GREAT WESTERN ROAD CLEANEXISTING SPOT ELEVATION x 0.0• P o off P. O, BOX 1044 cr EXISTING CONTOUR (0.0) O ¢o VA1111ST 50e.J98.e717 SOUTH DENNIS, MASS. 02660 spe..Jae.Jo6J FINAL SPOT ELEVATION T FINAL CONTOUR r 97.6 96.8 ��O 'yV DATE OCT. 1.9, BOOtS' Sr`-E 1 A' = 20' YDRANT 9 SI!G PLAN O � REV. NOV e30, 2005 _ -!GHTPOST . . • . 6.7 1V' DEC. 2, 2005 Joe No. 1-1035 o8MANHOLE N WELL 0. . . o SCALE 1 INCH = 20 FEET --- I DEC. 5, 2005 SEWER LINE-S -s � �T O SEWER MANHOLE .J,4 . 25, 20�' r- --- --- SOIL TEST LOCATION c----� �-�.7 LOCATION MAP I SHEET 1 OF TELEPHONE BOX C3 D "L'TY POLE 01-10J5 4spaer,-R7G.dwy, __ 2006 CRAIG R. SHORT, P,E.