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Home My WebLink About0098 SMITH STREET - Health 8 SMITH STREET, HYANNIS A=267 - 100 I o i i { COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION y d SOUTHEAST REGIONAL OFFICE OEM SYev ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT DAVID B.STRUHS Lieutenant Governor Commissioner February 1, 1999 Mr. Thomas McKean,Director RE: BARNSTABLE--Subsurface Sewage Barnstable Health Division Disposal-Proposed Variances to 310 CMR P.O. Box 34 15.000 of Title 5 of The State Environmental Barnstable,Massachusetts 02601 Code for Eric Graham, 98 Smith Street, West Hyannisport and Transmittal No. 92712 Mr. Eric Graham 157 Langley,_Road <; Newton, Massachusetts 02459 r' Dear Mr. McKean and Mr Graham:� !s s�. { tag. •'� t t!1 /S .: The ,Department .of,.Environmental.,Protection has conducted a Technical Review of the .t, above-referenced application requesting variances to Title 5,and has determined that.it cannot be approved as submitted for reasons which are specified below. For the purpose of this Department's comment on the proposed variance pursuant to 310 CMR 15.410 through 15.415, Title 5 of the State Environmental Code,this letter constitutes a denial in that the Department has determined that approval of the proposed variance(s) will not provide the same degree of environmental protection as required under Title 5. However, in accordance with 310 CMR 4.04(2)(b)2.a.iii and 310 CMR 4.10(7)(a)(3) (Category BRPWP59c) of the Timely Action and Fee Provisions, the application may be supplemented by the applicant to address the following deficiency: The applicant has not demonstrated that the requested variance from 310 CMR 15.211(2) will provide an equivalent degree of environmental protection or that manifest injustice will result from failure to grant this variance. The information provided in this application, indicates that the proposed soil absorption system cannot be located outside the Zone I of a public water supply well. Accordingly,the Department is of the opinion that maximum feasible compliance requires that the applicant must provide a five(5),foot separation,to groundwater and enhanced treatment F;As.3.1,0,CMRr4.1,0(7.)(a)(3)3b states, the applicant has sixty (60) days from the date of this letter (*see below) to address the listed deficiencies. Within the sixty (60) day time frame, the applicant,is,advised,to.allow.for appropriate Board of Health action on the revised submittal since 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep ��a Printed on Recycled Paper f � . 2 the Department of Environmental Protection's action may be its final action and, therefore, any further filing in this matter would be considered a NEW application. If the applicant cannot accommodate the schedule of the Board of Health within the sixty (60) day period, or for any other reason requires additional time, the applicant may, by written agreement with this Department, extend this schedule in accordance with 310 CMR 4.04 (2) (f). The applicant is also advised that if he elects to proceed on the record as it now stands, this letter constitutes a denial of the variance. This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to this Department relating to the above matter. You need now only correspond to the Southeast Regional office of the Department of Environmental Protection, 20 Riverside Drive, Lakeville, Massachusetts 02347. THREE copies of engineering plans are required for Department review. If you have any questions,please contact Brian Dudley at(508)946-2753. Very truly yours, Elizabeth Kouloheras pc�,�JLA Cape Cod Watershed Deadline Date: April 2, 1999 enclosure K/BAD/ cc: Down Cape Engineering 939 Main Street Yarmouth Port, MA 02675 DEP Watershed Permitting Program, Title 5 Section, Boston f TOWN OF BARNSTABLE y FTHEr�� e�„Q�♦� OFFICE OF DAH39TLDL r BOARD OF HEALTH MASS p� 1639• �� 367 MAIN STREET 'FD M HYANNIS, MASS.02601 December 5, 1996 Eric Graham 27-43 Wormwood Street Boston, MA 02210 RE: 98 Smith Street, Hyannisport Dear Mr. Graham: Your request for multiple variances from the State Environmental Code, Title 5, and local Health Regulations in order to repair a failed septic system located at 98 Smith Street, Hyannisport, is not granted. The submitted plan dated March 26, 1994 lacked maximum feasible compliance particularly in regards to the size and elevation of the soil absorption system. Also, there appears to be a discrepancy regarding the groundwater table elevation and the elevation of Simmons Pond. Also, the Board of Health members require a deep hole soil evaluation to determine the maximum adjusted groundwater elevation. Please submit a revised plan which meets maximum feasible compliance as described in the State Environmental Code, Title 5. Sincerely yours, Susan G. Ras , R.S. Chairman Board of Health Town of Barnstable SGR/bcs cc: Weller Associates graham -•Z 3LI8 : 659 90S Receipt for Certified Mail No Insurance Coverage Provided URITEO Do not use for International Mail ROST�L SERVILE (See Reverse) co Sen t Of t Street a No 2 t � 22Sate and Z07ooe Posta e $ 3z M Certified Fee O - Special Delivery Fee a ' FVesliict'ed Delwery Me' R6tUff1 Re`ceiptt§Wo^Zng9 to Whom&Date Delivered Return Receipt Showing to Whom, Date,and Addressee's Address TOTAL Postage &Fees Postmark or Date I STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, 'CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES(see front). Gr 1. If you want this receipt postmarked,stick the gummed stub to the'right of the return address leaving the receipt attached and present the article.at a post office service window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub to`the right of the return M address of the article,date,detach and retain the receipt,and mail the article. � t 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed crs ends if space permits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT, REQUESTED adjacent to the number. C r CO 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee, V) endorse RESTRICTED DELIVERY on the front of the article. E 5. Enter fees for the services requested in the appropriate spaces on the front of this receio.If -� return receipt is requested,check the applicable blocks in item 1 of Form 3811. W a B. Saxe this receipt andp^s@n-it-if'you make inquiry. 105603.93-B-0218 8 _ V mot , Town of Barnstable • � Department of Health, Safety, and Environmental Services BARNS`&A99.M Public Health Division 7 039. �En h 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health Augst 30, 1996 Robert W. Basali P.O. Box 690 W. Hyannisport, MA 02647 NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, AND 105 CMR 410.00 STATE SANITARY CODE H - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. The property owned by you located at 98 Smith Street, Hyannis, listed as Parcel 100 on Assessor's Map 267 was inspected on August 26, 1996 by Edward Barry, Health Inspector for the Town of Barnstable, because of a complaint. The following violation of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II- Minimum Standards of Fitness for Human Habitation was observed: REGULATION 310 CMR 15.02 (207)AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four(24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing.onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in order to repair this system or connect to town sewer. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health f 19 9a NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 105 CMR 410.00 STATE SANITARY CODE II - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. The property owned by you located at 9F S,-w 9—TfY 1 listed as Parcel /&0l n Assessor's ,,MMaw ; was inspected on ,21V1 199 j;, byi��vl��l9�' nof 'Health Inspector for A he Town of Barnstable because complaint. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for Human Habitation were observed: REGULATION 310 CMR 15.02 (207) AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four (24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in order to repair the system. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH i Thomas A. McKean Director of Public Health ai SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. ;► ■Complete items 3,4a,and 4b. ` following services(for an H ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. , d > ■Attach this form to the front,of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 0 permit. d ■Write'Return Receipt Requested°on the mailpiece below the article number. 2. ❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date 0 delivered. Consult postmaster for fee. c d o 3.Article Address d to: 4a.Article Number C E 4b.Service Type CL 0 ❑ Registeredr� 12 Certified ❑ Express Mall ❑ Insured LU ¢ G�„ J< ❑ Return ReS l or Merchandise ❑ COD 7.Date p 0 I Recqiveil" r61,(Priri ame) 8.Al, erd9 Address y if requested r i q ffclll,; 2 _6.Si n-ur �(AE re e�or gent)o d �a PS Form 3 ecember 1994 omestic Return Receipt I UNITED STATES POSTAL SERVICErp M. ^Ri'Ps�Class I U m Pos as e� r,A • Print your na ' e,, es and ZIP G t I x• Health Department Town of Barnstable P.O.Box 534 b Hyannis, Massachuseb 02601 Fax(508)775-3344 i p Phons.(508)790-M I I I i i NO. TOWN OF BARNSTABLE DATE THE t04 OFFICE OF FEE I »STD i . BOARD OF HEALTH , RECEIVED-Br-a out FF i639 �� 367 MAIN STREET :- �0 M6r► ,� HYANNIS,-MASS..02601 fl - (f N VARIANCE REQUEST FORM ALL VARIANCES MUST BE SUBMITTED FIFTEEN (15) DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING. NAME OF APPLICANT ✓IG ��^��ct�? TEL. NO. ADDRESS OF APPLICANT NAME OF OWNER OF PROPERTY r-oDRFL� f!VZ0 L' SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER ! l©© LOCATION OF REQUEST �� Jam'�GI l �T, 1`k*,y l/S-'eo nT' SIZE OF LOT SQ.FT WETLANDS` WITAINy'200-FT.YES. "v NO VARIANCE FROM REGULATION(List Regulation)-. REASON FOR VARIANCE(May attach .if more space is needed) PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON -FOR DISAPPROVAL M BRIAN R. GRADY, R.S. ► CHAIRMAN SUSAN G: ._RASR, " R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE No."w, `� ¢, r ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: fe, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Moozaf *proem Construction Permit Application for a Permit to Constmct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. g (� S Owner's Name,Address and Tel.No. Assessor's b c O {, ?-SIca tiC es Installer's Name,Address,and Tp1.No. 3 f/a(0 a-37 1 Z I)I`S 9),VS Designer's Name,Address and Tel.No. Cr�1 SMef-P111j ( - D��,�, ewe �z,r,g,�, Gad, Type o Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Is,-" Nature of Repairs or Alterations(Answer when applicable) &,e-e 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 5 of the Environmental Code and not to place the system in operation until a Certifi- Cate of Compliance has been issu ~ 2oardoHSigned 6 —' /" —Date/0 Application Approved Date ' /Ia_4�p Z Application Disapproved for the following reasons Permit No. t0� Date Issued Al /Z— f ,, I. - i "� .. -. ., .. .'F. t -.r.,. .,y.a wx'4',s��.*.kY..-vr.'.r....,.'�.1„ew•x.+:.. ' 1Vo_ _ Fee c ..•- '_ - THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: es _tT-PB_LIC HEALTH DIVISION TO:WN,.,OF BARNSTABLE,, MASSACHUSETTS �- 0(pplication for ;Diopaii 6potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �g 5 M 5- Owner's Name,Address and Tel.No. > n fk"hyn Assessor's /Parcel Installer's Name,Address,and Tel.No. 3&O(0 a-37 I j S &oS Designer's Name,Address and Tel.No.S Gry 3 a �3 / Y11'`��r,f �.✓' �Gwit C�f�I'! l�.h�1 tjt,rr� CI ✓i � /��r(,u-`r,! ca 7s Type o Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title .� Size of Septic Tank jype of S.A.S. Description of Soil S-P P SO, 1_ t Nature of Repairs or Alterations(Answer when applicable) ,IS P C IS 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 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this 4oard o flealAl Signed. Date Application Approved Date ✓ �'�� Application Disapproved for the following reasons Permit No. _ Date Issued >✓t AZ ---------- �G 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 I;R"L / / 11_4 A(c i! �i f Cc��CJ at 1�- S m I !h S. - N,_1 ,f has been constructed in accordance with the provisions of Title 5 andthe for Disposal System Construction Perm2dfoP/-X.�� dated Installer I: I j a S Pji c, +41 S C G!I S'}— Designer hrwh r!� I;�in C . /i The issuance of this ffi permit shall not be construed as a guarantee that the systet will fu fiction as desighed. Date /a a1 U i- Inspector )u/ No. �e �4- ------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS - `wizpoaY 6pgtem Construction Permit Permission is herebygranted to Construct(i )Repair( )Upgrade( )Abandon( ) System located at" %- l 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 t -ormit. Acw Date: Approved TOWN OF BARNSTABLE LOCATION �®Stl t J i/ _ SEWAGE f'Zoo/- 66 VILLAGE � ��jr)r11's ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO. 6- C -1 5 4�0-0� < IoN,5( I-Sog 3Git- 7- SEPTIC TANK CAPACITY , S LEACHING FACILITY:(type) F/LEiSS urzF /0 0 7-95' (size) 1w6�Ack TIC-6 NO. OF BEDROOMS q PRIVATE WELL OR PUBLIC WATER PP5L-IC BUILDER O OWNER ��,2r� A 144 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No iM — - - - - -- - ,, — Fem 6� U `I aq v% ` c m S�r�h Oiat& l 1 EFY4%e%� —iS t • 0 k- -!o We-o,(C_ P�rA„� OCT-11-01 02 :47 PM DOWN CAPE ENGINEERING 508 362 9880 P. 05 THE TOWN TOWN OF BARNSTABLE OFFICE OF STA" AM& ' BOARD OF HEALTH 163q. o rlY 6' 367 MAIN STREET HYANNIS.MASS.026oi pecember 7, 1998 $arah Ojala 039 Main Street Yarmouthport,MA 02675 RE: 98 Smith Street,West Hyannisport bear Ms.Ojala: '(ou are granted variances on behalf of your client,Eric Graham,to install an onsite sewage disposal system at 98 Smith Street,West Hyannisport. The variances granted are as follows: 15.405(1)(a), To install a soil absorption system fourteen(14)feet away from a foundation, in lieu of the required twenty(20)feet separation distance. � 15.40am, To install a soil absorption system only four(4)feet above the adjusted groundwater table,in lieu of the required five(5)feet separation distance. To insta a soi S (50)feet away from the edge of a .,wetland,in lieu of the required 100 feet separation is 4.0.H.Part VM.Section 10 0 To utilize a calculated application rate of 0.74 to design a soil absorption system in lieu of the required 0.50 rate when there is only a four(4)feet separation distance. X'5.211: To install a leaching facility within a Zone I only 359 feet away from a public water supply well. the variances are granted with the following conditions: (J) The applicant shall file a copy of each variance granted by the Board of Health with the Massachusetts Department of Environmental Protection in accordance with 310 CMR 15.412 of the State Environmental Code. Sarah OCT,-11-01 02 :45 PM DOWN CAPE ENGINEERING 508 362 9890 P.02 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 509-946-2700 ARGEO PAU� CELLUCCI Governor BOB DURAND Secretary JANE SWIFT; n LAUREN A.LISS Lieutenant Given(:(OPY Commissioner November 30, 1999 Mr.:Thomas McKean, Director RE: BARNSTABLE--Subsurface Sewage Health Division Disposal-Proposed Variance to 310 P.O Box 34 CMR 15.000 "Title 5 of The State Barnstable, Massachusetts 02601 Environmental Code" for Eric Graham, 98 Smith Street,(West Hyannisport) and Transmittal No.92713 W. Eric Graham 157 Langley Road Newton, Massachusetts 02459 Deaf Mr. McKean and Mr. Graham: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412, the Southeast Re,g Tonal Office of the Department of Environmental Protection has completed its review of the abole referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provisions of Title 5, 310 CMR 15.00 310 CMR 15.211(2): Minimum Setback Distances As part of the application, the Department received plans consisting of one (1) sheet, titled as fo i llows: SITE AND SEWAGE PAL OF 98 SMITH STREET IN THE TOWN OF: (HYANNIS) BARNSTABLE PREPARED FOR: ERIC GRAHAM SCALE: 1" = 20' DATE: SEPTEMBER 7, 1998 REV. 11/17/98 Thb information is available in alternate format by calling our ADA Coordinator at(617)$74-6872. DEP on the Wood Wide web: htip:fhvvw.magnetstate.ma.usldep rj Printed on Recycled Paper f OCT-11-01 02 :46 PM DOWN CAPE ENGINEERING 508 362 9880 P. 03 i REV. 611199 DOWN CAPE ENGINEERING, INC. CIVIL ENGINEERS LAND SURVEYORS 939 MAIN ST. YARMOUTH, MA 02675 r Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following: a) The applicant has established that enforcement of 310 CMR 15.211 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Strict adherence would deprive the applicant of existing use of the property. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant has established equivalent environmental protection as follows: The applicant has maximized the setback distance between the soil absorption system and the public water supply well. The Department, therefore, approves the Board of Health's grant of•a variance from 310 ZC Mi 15.211 subject to the following: 1. It is not possible to purchase or acquire an easement on adjacent property where either the new leaching facility or a new well could be located to meet the requirements of Title 5. 2. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the existing structure served by the sewage disposal system which will result in an increase in flow. 3. A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 4. Approval for the proposed system will be dependent upon the recording in the appropriate registry of deeds of a notice that discloses the existence of a variance for the sewage disposal system and the involvement of the Department of Environmental Protection in said system. An attested copy of this notice shall be submitted to the Department and the Board of Health prior to,the issuance of the Certificate of Compliance. 5. The soil absorptionY l�s stem shall be redesigned to incorporate pressure distribution. This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CUR 1.00 and' MG.L. C30A. A request for an Adjudicatory Hearing must be made in writing and pos;�arked within 30 days of the date of issuance of this determination. Pursuant to 310 CAR _. 7 OCT,-11-01 02 :46 PM DOWN CAPE ENGINEERING 508 362 9880 P. 04 3 Fe. 0!(6), the request must state clearly and concisely the facts that are grounds for the request and relief sought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars(S100.00), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 the hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or anted a waiver, as described below. The filing fee is not required if the appellant is a city or tow, (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a wai er must file, together with the hearing request as provided above, an affidavit setting forth the fact, in support of the claim of undue financial hardship. Should you have any questions regarding this matter, please contact Brian Dudley at (508) 9462753. Very truly yours, Elizabeth Kouloheras, Chie� Cape Cod Watershed KIBAD cc: i Down Cape Engineering, Inc. 939 Main Street Yarmouth Port, MA 02675 DEP Wastewater Management,Title 5 Section, Boston OCT.11-01 02 :45 PM DOWN CAPE ENGINEERING 508 362 9880 P. 01 939 moire street ( rte 6A ) tel. 508-362-454 yclrmouttport, MOSS 02675 fax 508-36 —2 988 do wn cap e engin Bering, in c. civil engineers & land surveyors LAND COURT; FACSIMILE TRANSMITTAL FORM SURVEYS 508 362 9880 Arne H. Ojaia P.E., P.L� DATE: SITE PLANNING TO: Opt c Q� FROM: MESSAGE: SEWAGE SYSTEM ti y DESIGNS Ag INSPECTIONS 74' Z-) PERMITS CLIENT NAME: JOB#= NUMBER OF PAGES (INCLUDING COVER PAGE) -J IF YOU DO NOT RECEIVE ALL PAGES OF THIS TRANSMISSION, PLEASE CALL 508-362-4541. HP OfficeJet Fax Log Report for Personal Printer/Fax/Copier BARNSTABLE HEALTH DEPT 5087906304 Oct-11-01 13:04 Identification Result Pages Type Date Time Duration.Diagnostic 916123713207 OK 02 Sent Oct-11 13:03 00:01:01 002486030022 1.2.0 Z8 . i I oFTNEto TOWN OF BARNSTABLE � w 6�Qy� OFFICE OF i BAB.l9TAIM : BOARD OF HEALTH y Naas vo 1639. \gym 367 MAIN STREET 'EO MpY a' HYANNIS, MASS.02601 July 30, 1999 Sarah Ojala 939 Main Street Yarmouthport, MA 02675 RE: 98 Smith Street, West Hyannisport Dear Ms. Ojala: You are granted variances on behalf of your client, Eric Graham,to install an onsite sewage disposal system at 98 Smith Street, West Hyannisport. The variances granted are as follows: 15.405 (1) (a): To install a soil absorption system ten(10)feet away from the foundation, in lieu of the required twenty(20)feet separation distance. 15.405 1 7 : To install a septic tank five (5)feet from the foundation in lieu of the required ten (10) feet separation distance. B.O.H. Part VIH,Section 10.00: To install a soil absorption system forty-three (43)feet away from the edge of a wetland, in lieu of the required 100 feet separation distance. The variances are granted with the following conditions: (1) The applicant shall file a copy of each variance granted by the Board of Health with the Massachusetts Department of Environmental Protection in accordance with 310 CMR 15.412 of the State Environmental Code. (2) The designing engineer shall supervise the construction of the septic system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the revised plans dated June 1, 1999. f Ri sarah These variances are granted because the existing system consists of three(3) cesspools which are sitting in the groundwater table. The proposed replacement system will achieve a higher degree of environmental protection to the groundwater table and to the wetlands. Sincerely yours, Susan G RasZR.S. Chairman Board of Health Town of Barnstable SGR/bcs cc: George Wadsworth sarah .e•fL i'Y;"�.�"+ �r``.�+`"`i""*'� ''.*J� �'�y�' `�",,,,s°,+•.,��.""�..'� x3R.q f,� 4_...Fi.-�' 'r`....�„�`+'k`. -�. C,.Sc>:c-�...�-'r.3.ra.`� ¢5" fix`-. �'�. a* ,,,-:a. � � .,.;. -�,..-: x TOWN OP BARNSTABLE , 1 L. 9 �j , t S-� SEWA OCATION GIE # VILLAGE ASSESSOR'S MAP &_:LOT M1 t INSTALLERS NAME Si PHONE NO t f<. + -� S t�d :-.r�! } J f rl� I,F r) t .•:? � .5 Y + + - Y -.- 9 r rit :..F ti �'t �l .. L>. SEPTIC TANK CAPACITY ` LEAC:H - ACI�LITY(type)` (size) „ . `{ NO OF BEDROOSPRt1tATE :WELL OR PUBLIC WATER BUILDER OR OWNER { t E` DATE PERMIT S$ qED: .DATE. COLIPLIANCE-ISSU-,ED YAR.IANCE;:GRANTEDc Yes.' No: i t - YvV -�,C V y� ,". w r _ t t _-__ �a 5 wa tel.(508)362-4541 ,939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 _ down cape engineerin'r civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.LS. November 16, 1998 Timothy H.Covell,RLS. land court David C.Thulin,P.E. surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 Re: 98 Smith Street,Hyannisport sewage system designs Dear Board Members: inspections In response to your comments at the hearing of November 10, I offer the following: The groundwater adjustment for this site would be 2.8',based on the USGS permits adjustment calculations. As the groundwater elevation at this site is directly affected by its proximity to Simmons Pond with its non-manipulated culverted outlet,this adjustment would be unreasonable. Since the pond is open to continuous drainage, the water level will not fluctuate significantly for other than a very brief period of time. Per a conversation with Water Commissioner George Wadsworth,he states that there is no significant rise or fall in Simmons Pond. He stated that he has never seen the area flooded. We are requesting an additional variance [310 CMR 15.211 (2)],which addresses an upgrade within Zone I of a public water supply well. We are requesting a variance be granted pursuant to 310 CMR 15.410 to 15.415. The.previous cover letter;filed with the application for variances addresses applicable concerns. Thank you for your consideration. Very truly yours, Arne H. Ojala, PE,PLS q Down Cape Engineering, Inc. otl �tp cc: Eric Graham encl 4* tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape enfiaeerin'r -- civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.LS. land court September 23, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: 98 Smith Street, W. Hyannisport designs Dear Board Members: inspections The enclosed filing represents variance requests for an existing failed cesspool system at the above-referenced address. The variances requested fall under Title 5's permits Maximum Feasible Compliance regulation and the Town of Barnstable regulations. The site is unique in that it is bordered to the north and west by a pond and stream, lies mostly within a floodzone, and only contains about 0.50 acre. These site constrictions contribute to the necessity of requesting multiple variances. The proposed system is located in the area of the lot which is furthest away from the relevant resource areas. It is also positioned in the highest portion of the lot. It is designed based on the existing 4 bedrooms(no additional habitable space is proposed.) A 40 mil liner is proposed to the street side of the system,as well as to the east of the system(this side backed by a supporting landscape tie wall),as re-grading is not an option because of the limitation of space. The construction of a concrete retaining wall would be,unsightly,cost prohibitive to the owner further delaying the repair of the system, and problematic due to the groundwater levels and the limited area in which to work and construct it. The system is proposed at 4' above the adjusted water elevation of 7.0'. Based on conversations with the Water Commissioner(George Wadsworth)as well as the owner of the property, the pond elevation does not vary any significant amount due to the non-manipulated culverted outlet at the southwest corner of the lot from the proposed leach facility). As well,the proposed system is down-gradient from the BWC well: Based on this information,the pond elevation was used for design purposes,as the groundwater elevation would be directly related to the pond elevation- Groundwater was observed to be 0.40' lower than the pond elevation at the test hole. The Town of Barnstable well at the abutting pumping station is about 350' from the closest point of the proposed leach facility. It is my understanding that the water company in the past was trying to swap this parcel with land elsewhere outside the j c4o 400' radius to the public well. This deal fell through, and now it is time to upgrade this septic system to the maximum extent feasible. The 3 cesspools now in use intercept groundwater. The proposed system is a vast improvement over what exists there now. The aforementioned site constrictions dictate the need for requesting variances. We are of the opinion that the proposed system meets the criteria for no variance under Title 5's"Maximum Feasible Compliance". We feel that,to enforce Title 5 and Town of Barnstable Regulations to their fullest extent in this case would be an extreme hardship as to make the house uninhabitable. We feel that by granting the variances,the same degree of environmental protection can be achieved without strict application of the Town's regulations and Title 5 regulations. Thank you for your review and consideration. Very truly yours, kli� O ` Arne H. Ocala,PE,PLS Down Cape Engineering,Inc. Nov-25-98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P .Ol r DATE: FEE: - - P REC. BY e Town of Barnstable SCFiEL. DATE: BB �® Board of Health �. Aely krb? ✓� 367 Main Street, Hyamis NIA 02601 .IrrP.; 1 ;p rca_7.4,'i "J A�nqn Susan U.Ra<k.R.S. r!. FAX: "G�'bi 1 ~ Sunrer Rauf:.an.MS F Raiph A.Rt)irphy•h1.D. 0� ` VARIANCE REQUEST FORM Ian _ �jP.opert-f Address:_ 1--t=-- �' `-CAE • �fA N''t Assessor's Map and Parcel Number: ZC01 z I0 o Size of Lot: O. Awe— Wetlands Within 300 Ft. Yes �G ._ Subdivision`:ame: No Business Name - APPLICANT CONTACT PERSON 'Jame: E2tL !iegsa.r-4 inn Name: Address: 1 Sl -a.rl�L �4 M rc�"t 1°rt �'1A Address: r Pone: (vl'1 3 3Z. L�.�(`( Phone: F.AX: FAX: �'ra.RIANCE FROM REGULATION REASON FOF2 VARIANCE(May avc'l;dmore cp =le.ded) s A�+•k!' t i<�be corrpJete:1 bti n•;r_e stc�=DzrsDn>`a:c2iring•rrriance reGue,r applicationi � _ Four(4)copies of plan submitted finc'uding septic system plans andor restaurant`loor plans) Applicant understands that the aburers must be notified by certified mail at least ten dries prior to meeting date a:app`.icancs espensc(for Title V andror local sewage regulation variances only) Full menu submitted,for grease trap variances only) Variance request application fee collected roi:fepurl nediri:arwr.rennah.Yrease usa saran a res+is�saTrcrrer.�eaee x rJ rtaiC:� dinm3•rriamaaea•'als(stxm csaet.iearee ney;,aae+an>_�ces;orxait railed vasednpmw,arsm at=!,r�Rp ;u Variance rc s}e r..:fa a as aa aN;) request submitted at least 15 days prior to meeting date i V.APUANCE APPROVED Susan G.Rask,R.S.,Chairman 'JVT APPROVED Sumner Kaufman,,MS.P.H. P.EASON FOR D'.SAPPR0VAL__ Ralph A.Murphy,M.D. 4:iwe!v;,:u4et1 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. June 14, 1999 Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 Re: 98 Smith Street, W. Hyannisport sewage system designs Dear Board Members: inspections The enclosed filing represents a re-filing for variances previously approved through the Board of Health on December 7, 1998,but denied under a filing subsequently made with DEP(letter enclosed). Specifically at issue with the State was the permits proximity to a public supply well . The homeowner,Brian Dudley of DEP and Down Cape Engineering have been attempting to resolve the issues with the result shown on the enclosed revised plan. DEP recommended this solution as being acceptable to them(basically, 5' separation to pond elevation and the positioning of the system as far from the well as possible. We have added a 40 mil fabric liner as shown,and a swale is proposed to avoid any run-off onto the neighbor's property. They felt that no reduction in the leach facility was necessary, nor was any retaining wall necessary. We are hoping that this re-design meets with the Board's approval. We will need to re-submit to the DEP once approvals have been gained. We feel that by granting the above variances,the same degree of environmental protection can be attained.without the need for strict adherence to Title 5 regulations. Thank you for your consideration. Very truly yours, r Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: Eric'Graham encl P • tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys June 14, 1999 Eric Graham site planning 157 Langley Road Newton, MA 02459 sewage system Re: 96 Smith St. , W. Hyannisport designs Dear Mr. Graham: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on your request for variances from Town of Barnstable Regulations and Title 5 Regulations for the proposed septic system upgrade as follows: permits Maximum Feasible Compliance 15.405 1: a: Request variance to groundwater adjustment (water level is affected by proximity to Simmons Pond which as a direct, non-manipulated outlet within 220' of the leaching facility) b: variance required to setback from foundation (crawl.) 20' to 10' ; and septic tank to foundation (10' to 51 ) f: reduction insetback to wetland (50' to 431 ) 15.211(2) request variance to be granted pursuant to 310 CMR 15.410 through 15.415 Town of Barnstable Regulation adopted 6/11/91 - Variance requested from section 1.13 (SAS less than 100' to watercourse) and 1.14 (application rate of 0.74 gal/sf/day used in design) variance requested from "100' regulation" (100, to 431 ) Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA on July 13, 1999 (confirm with } Health Department as hearing dates are subject to change) . Sincerely, arah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health ai SENDER: I also wish to receive the a ■Complete items 1 and/or 2 for additional services. following services(for an U1 ■Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 permit. 2.El Delivery d � ■Write"Return Receipt Requested"on the mailpiece below the article number. . rY to Y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. a 6 3.Article Addressed to: 4a.Article Number c a � 4b.Service Type � E ❑ Registered Certified p� 1 l f�� of N � � ❑ Express Mail ❑ Insured � W / oZ G a ❑ Return Receipt for Merchandise ❑ COD L ' o / `17- 7.Date of Delivery 7 0 la o i ¢ 5. Received By: (Print Name) 8.Addressee's Address(Only if requested Y l and fee is paid) L m 6.Signature: (Addressee or Agent) ~ ;,it i2sss-se-s-o2zs 'Domestic Return Receipt � tf "tt � si 4�itctl;i' i i!ii t it ii I UNITED STATES POSTAL SERVICE First-Class Mail LISPS Postage&FeesjPaidPermit No.G-1 ®Print your name, address, and ZIP Code in this box Down Cape Engineering, Inc. M Main St. - Suite C YarMOUth Part, MA 02675 s r t i ai SENDER: I also wish to receive the ■Complete items 1 and/or 2 for additional services. following services(for an y ■Complete items 3,4a,and 4b. H ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. a= m ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address V permit. 2.El Restricted Delivery v � ■Write"Return Receipt Requested"on the mailpiece below the article number. ry N r ■The Return Receipt will show to whom the article was delivered and the date t, delivered. Consult postmaster for fee. o, 0 3.Article Addressed to: j 4a.Article Number -7 G 37 m a G��2� � ,� %� a�-✓ 4b.Service Type c0 G/� �—� ❑ Registered Certified p� s� ❑ Express.Mail ❑ insured y W 7 ❑ Return Receipt for Merchandise ❑ COD 7.Date of Delivery o 0 ¢ 4mec ' ed By: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) W t r :( s e sjif I j s .-i __: i( i I F i i 102595-98-B-0229 Domestic Return Receipt I; �E 11 ff =s1 i14,. UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 e Print your name, address, and ZIP Code in this box Down Cape Engineering, Inc. 9V Merin St. — Suite C YaerMoWh Port, MA 02675 �3�i Ilt?kkiklk+l?likkik??�klil??iki?i}1II�k??Ifik?sii�3ik�kklll?I? 77 . SENDER: I also wish to receive the a ■Complete items 1 and/or 2 for additional services. following services(for an 0 ■Complete items 3,4a,and 4b. a) ■Print your name and address on the reverse of this form so that we can return this extra fee): i card to you. ai d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address perm■Writ e"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery N r ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. c 0 3.Article Addressed to: 4a.Article Number d Z /6 `7 G79 G3� ?� �v' � 4b.Service Type L 0 �' ❑ Registered Certified rn Z ❑ Express Mail ❑ Insured w G Z Cl Return Receipt for Merchandise El COD f�— ra G o y 7.Date of Delivery o 0 5.Received By: ( rrName) 8.Addressee's Address(Only if requested f, and fee is paid) t 6.Si' nat r' L ii jy jj yy ## j jj y .. -•'• :.� �tI?t7li�?1lfl?!�fili???!-fI.?{Fllilli�t�??l ijik'.�i1?3if M!?lie! PS For e µ t UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 6 Print your name, address, and ZIP Code in this box O own cage Eng�nee 9� Inc. 938n St. --- suits C 02f 75 Yarmouth port, M� a; SENDER: I also wish to receive the ;o ■Complete items 1 and/or 2 for additional services. following services(for an w ■Complete items 3,4a,and 4b. g 4) ■Print your name and address on the reverse of this form so that we can return this extra fee): U) card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 ai permit. ■Write"Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery N r ■The Return Receipt will show to whom the article was delivered and the date Consult ostmaster for fee delivered. P a 0 3.Article Addressed to: 4a.Article Number c0)i a 4b.Service Type 3 �,�/ ❑ Registered Certified a) N / ❑ Express Mail ❑ Insured c /vl 14 ❑ Return Receipt for Merchandise ❑ COD � o O f6 0 7 Date of Delivery y 'o m 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) cc w t Q 6.Sig tur . (Addres ee or, ent) i T' PS Form 38ff,December 1994 '; `!' ' t `}d ??S25s-ea-13 ozzs t Domestic Return Receipt it UNITED STATES POSTAL SERVICE First-Class Mail .,� Postage&1Fees=P_aid LS E M _'UsPs—..,.. _ } P'A �^ RermitNo.G 10,,.E ®Print your a-neAladdtess and ZIP Cod_a in this box o Dawn Cape En4ineeein9, Inc. 939 Main St. -- Suite C Yarmouth Port, MA 02675 • 1 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys June 14, 1999 Eric Graham site planning 157 Langley Road Newton, MA 02459 sewage system Re: 98 smith St. , W. Hyannisport designs Dear Mr. Graham: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from Town of Barnstable Regulations and Title 5 Regulations for the proposed septic system upgrade as follows: permits Maximum Feasible Compliance 15.405 1: a: Request variance to groundwater adjustment (water level is affected by proximity to Simmons Pond which as a direct, non-manipulated outlet within 220, of the leaching facility) b: variance required to setback from foundation (crawl.) 20' to 10' ; and'septic-tank to foundation (10' to 51) f "reduction in `setback to-wetland (50' to 431) 15.211(2) request variance to be granted pursuant to 310 CMR 15.410 through 15.415 Town of Barnstable Regulation adopted 6/11/91 - Variance requested from section 1.13 (SAS less than 100' to watercourse) and 1.14 (application rate of 0.74 gal/sf/day used in design) variance requested from 11100' regulation" (100, to 431 ) Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA on July 13, 1999 (confirm with Health Department as hearing dates are subject to change) . Sincerely, arah B. Ojala . Down Cape Engineering, Inc.. Y w cc: Abutters ^ Barnstable Board of Health I G - \ Q JUN15'9' 2.9 8 oo J U L 0 ., n�a PS METER 'i Z 107 099 036 5183e41 uS.POSTP�GE USPS _ 199� NE rp ro 1F,o �A/DV ut,Wwry-jlj 1 Air O�Ba�i�A�OI L N LO fkM_40 e 0,,_ gOs4 f G �R�761VLP1/�✓^ --- c O C) y�f-1 �E O��O�ys�O l NokN � x= /, m E U O�N9UNpNp Sf0 rn I• I/ 400, 4, N�S 1y 0 o JI fL 1 1999 �lgPs e f y�FTHE t TOWN OF BARNSTABLE OFFICE OF ? BASa9TOBL i BOARD OF HEALTH 7 NAM p 1639' `e0 367 MAIN STREET CEO MPY k' HYANNIS, MASS. 02601 December 7, 1998 Sarah Ojala 939 Main Street Yarmouthport,MA 02675 RE: 98 Smith Street, West Hyannisport Dear Ms. Ojala: You are granted variances on behalf of your client,Eric Graham,to install an onsite sewage disposal system at 98 Smith Street, West Hyannisport. The variances granted are as follows: 15.405 (1) (a): To install a soil absorption system fourteen(14) feet away from a foundation, in lieu of the required twenty(20)feet separation distance. 15.405 (1) (i): To install a soil absorption system only four(4)feet above the adjusted groundwater table, in lieu of the required five(5) feet separation distance. B.O.H.Part VM.Section 10.00: To install a soil absorption system fifty(50)feet away from the edge of a wetland, in lieu of the required 100 feet separation distance. B.O.H.Part VM.Section 10.0: To utilize a calculated application rate of 0.74 to design a soil absorption system in lieu of the required 0.50 rate when there is only a four(4) feet separation distance. 15.211: To install a leaching facility within a Zone I only 359 feet away from a public water supply well. The variances are granted with the following conditions: (1) The applicant shall file a copy of each variance granted by the Board of Health with the Massachusetts Department of Environmental Protection in accordance with 310 CMR 15.412 of the State Environmental Code. sarah r �7 "i (2) The designing engineer shall supervise the construction of the septic system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans. These variances are granted because the existing system consists of three(3)cesspools which are sitting in the groundwater table. The proposed replacement system will achieve a higher degree of environmental protection to the groundwater table and to the wetlands. Sincerely yours, (/� S usan G Rask, Chairman Board of Health Town of Barnstable SGR/bcs cc: George Wadsworth saran pIF�11[ DATE: i ESP - FRE: 28 s aAer�>ars. - 1 9,,a KAK r� 1659. Ep1 �� Town of Barnstable IZIUF� BY Board of Health 367 Main Street, Hyannis MA 02601 Office: 508.790.6265 Susan 0.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.ti. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: ` f5 S 't (AJ. }�� khh;sov.•t- Assessor's Map and Parcel Number: Z�-jA,o Size of Lot: O.So A..e.,2E Wetlands Within 300 Ft. Yes )4 Subdivision Name: t-1/A No Business Name: u /4 APPLICANT CONTACT PERSON Name: F-Q.� C,1 WLAe 14A-t-1 Name: 0-7at.4 93� �u.r,►t ST Address:21-•43 W-0eA• —'V4 :P ST Address: : Phone: Phone: 3Lz,_ 'tS,}l FAX: cot-7 9"+c. -o8B5 FAX: '54.,2- n$g,:::, VARIANCE FROM REGULAIIQN(List Reg.) REASON FOR VARIANCE(May attach if more space needed) VAAV. FOLA-16t-L %' 15 40 5 1 -Fv —_ 5" 4,4: -aC. G lGo.a N o wa-rE 2 ho 7.,t s•Tv—�-a T 15,4as 1 a - %ra.4--1tPc..�t.4 4o �r^d� C Cra•.�1s��a� /�.yo PT�c�bJ 1 t �11 S�crTlowS t•13 + I (to be completed by once staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) l" Full menu submitted(for grease trap variances only) Variance request application fee collected rwraefo:rftguardmoddiatio,renewaU.grenetnto r;.n«,env,.,1,1,m.ra%-jercueeonly].muide dining variance renewals fume o%nrrAeuee only),and vvianca to teor:r failed sewage disposal a ttemt lonly if no eapamion to the building propotedl) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED_ Susan G.Rask,R.S.,Chairman NOT APPROVED _ _ Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL _ Ralph A.Murphy,M.D. Q:/WP/VnRrREa �' t s i w � �y y\ ''JAT�e • J = s f Lets""• is 013 t r i s /B OL K 1 3trro,vt POMO O 58 1 L \ 1 6r p4l 3B r .,p ; '� ; 37 fer J' F'��Ej6~ o I �yt CcON I R t pt t;♦ I yy ,00 / ,• 3e .a,Y / � W i1' +µ ' t 40 t O m S2�C 3S ■. 3bK- y4 �sK r .yOAC 36 Job 42 lT4A .S1ri► t ,rs srnl ,rtTM n: srlttt „ + T4 eo {' IS 14 ,os 06 3o 29 1f29 I2T »AC fOAC 13 y J,AC D2 .f9AC. J AC f04C• 44AC. J2x 07 2a f '� ��V•+o� 1?A[ tj BAC. 434r �ej•a r.1 S►�C ' lt� •11 I•�<< 43 GLf, IIf.•2 ! i4AC r K b. /? Z • sD.. • pg00 •C�i h43r- (il •a e ? a C OBIle ♦ � ?2 ,� 19 7 op AC JFt AC i . `1 U t` I , l z % b fort i f4AC o•j i lb y .� '♦ �.F.•o'er / �:,• ,o 14 AL at Loo AC %WO" Tw D,Rtt71011 or THE v�.n rs c.fstS30111 tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 Yarmouth port mass 02675 down cape entineerhy civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.LS. land court September 23, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: 98 Smith Street,W. Hyannisport designs Dear Board Members: inspections The enclosed filing represents variance requests for an existing failed cesspool system at the above-referenced address. The variances requested fall under Title 5's permits Maximum Feasible Compliance regulation and the Town of Barnstable regulations. The site is unique in that it is bordered to the north and west by a pond and stream, lies mostly within a floodzone,and only contains about 0.50 acre. These site constrictions contribute to the necessity of requesting multiple variances. The proposed system is located in the area of the lot which is furthest away from the relevant resource areas. It is also positioned in the highest portion of the lot. It is designed based on the existing 4 bedrooms(no additional habitable space is proposed.) A 40 mil liner is proposed to the street side of the system,as well as to the east of the system(this side backed by a supporting landscape tie wall), as re-grading is not an option because of the limitation of space. The construction of a concrete retaining wall would be, unsightly,cost prohibitive to the owner further delaying the repair of the system, and problematic due to the groundwater levels and the limited area in which to work and construct it. The system is proposed at 4' above the adjusted water elevation of 7.0'. Based on conversations with the Water Commissioner(George Wadsworth)as well as the `owner of the property,the pond elevation does not vary any significant amount due to the non-manipulated culverted outlet at the southwest corner of the lot(220' from the proposed Ieach facility). As well,the proposed system is down-gradient from the BWC well. Based on this information,the pond elevation was used for design purposes,as the groundwater elevation would be directly related to the pond elevation- Groundwater was observed to be 0.40' lower than the pond elevation at the test hole. The Town of Barnstable well at the abutting pumping station is about 350' from the closest point of the proposed leach facility. It is my understanding that the water company in the past was trying to swap this parcel with land elsewhere outside the 400' radius to the public well. This deal fell through, and now it is time to upgrade this septic system to the maximum extent feasible. The 3 cesspools now in use intercept groundwater. The proposed system is a vast improvement over what exists there now. The aforementioned site constrictions dictate the need for requesting variances. We are of the opinion that the proposed system meets the criteria for no variance under Title 5's"Maximum Feasible Compliance". We feel that,to enforce Title 5 and Town of Barnstable Regulations to their fullest extent in this case would be an extreme hardship as to make the house uninhabitable. We feel that by granting the variances,the same degree of environmental protection can be achieved without strict application of the Town's regulations and Title 5 regulations. Thank you for your review and consideration. Very truly yours, AI-U � O ` Arne H. Ocala,PE,PLS Down Cape Engineering, Inc. tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 dOW4 Cape eagineeiia7 civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.LS. Timothy H.Covell,P.LS. land court David C.Thulin,P.E. surveys September 28, 1998 Eric Graham site planning 27-43 Wormwood Street Boston, MA 02210 sewage system Re: 98 Smith Street, W. Hyannisport designs Dear Mr. Graham: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from the Barnstable Board of Health Regulations for Subsurface Disposal of permits Sewage for your proposed septic system upgrade as follows: Title 5: Maximum Feasible Compliance • 15.405 (1) is Request variance to groundwater adjustment (water level is directly affected by proximity to Simmons Pond, which has a direct, non-manipulated outlet within 220' of the proposed leach facility a: Variance requested for setback to foundation (crawlspace) 20, to 141 Town of Barnstable Regulation adopted 6/11/91: variance requested from section 1.13 (SAS less than 100, to watercourse (BVWI and 1.14 - Application rate of 0.74, gal/sf/day used in design Said hearing will be held in the Hearing Room of the Barnstable Town Office, 367 Main Street, Hyannis, MA on Sincerely, i Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health ' S EP 28 19J� tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.LS. Timothy H.Covell,P.I.S. land court David C.Thulin,P.E. surveys October 27, 1998 Eric Graham site planning 27-43 Wormwood Street Boston, MA 02210 sewage system Re: 98 Smith Street, W. Hyannisport designs Dear Mr. Graham: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on your request for variances from the Barnstable Board of Health Regulations for Subsurface Disposal of Sewage for your proposed septic system upgrade as follows: permits Title 5: Maximum Feasible Compliance 15.405 (1) is Request variance to groundwater adjustment (water level is directly affected by proximity to Simmons Pond, which has a direct, non-manipulated outlet within 220, of the proposed leach facility a: Variance requested for setback to foundation (crawlspace) 20, to 14' Town of Barnstable Regulation adopted 6/11/91: variance requested from section 1.13 (SAS less than 100, to watercourse [BVW) and 1.147 Application rate of 0.74' gal/sf/day used in design Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA on November 10, 1998 (confirm with Health Department as hearing dates are subject to change) . Sincerely, Sarah B. Ojala Down Cape Engineering, Inc.. cc: Abutters file Barnstable,_Board of Health y tr .i`yfi j' ` .`h• t ryi �per. \� _...... 'Y<5 f...Io _ •. • ` ` i ai SENDER: I also wish to receive the a ■Complete items 1 and/or 2 for additional services. following services(for an y ■Complete items 3,4a,and 4b. I ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address �— permit. ■Write"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery N f . r ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. ) , delivered. 0 3.Article Addressed to: 4a.Article Number ,`a 4 -� c o 4b.Service Type M E ❑ Registered Certified , I o � ❑ Express Mail El insured Cn I W ' 7 ❑ Return Receipt for Merchandise ❑ COD r I o {�J�'// �t 'f 4- Z.G d 7. Date of Delivery o I a j 01 I Z 5.Received By: (Print Name) 8.Addressee's Address(Only if requested x D and fee is paid) ' ►u 6.Signature: (Addressee or Agent) I 0. X PS;Form 3011;December 1994,;;;;¢;; ;;; 102595-98-B-0229 Domestic Return Receipt I i ; tl€( it tilt t, r III iliiiliiii ii ii i iltllilt ill 4. • �.- wr ..� s-- �.�_M1-�. _.�..- -.�...�.-iMti....�. � � -.x,M-P - � ram. �_� - CD �.� �:'� ti }.a..c>I i > '', -,'t...EY�/'ti r,�r•��ram."• w 3 3 w w 3 Y � o �' rno CD , ZN 0. 14 \ ! arf--fLnIL 3IIlkf e.F �' fO °h 0fiQ 965 E90. d 5tZ909t - aQ ' uaiaw•aa 4��V . .19Madsn ! m � t, �� ••• �,'D�f3 Y E, d SENDER: I also wish to receive the ;o •Complete items 1 and/or 2 for additional services. following services for an rn ■Complete items 3,4a,and 4b. g Q ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. a; d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address a) ■Write at"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. a 0 3.Article Addressed to: 4a.Article Number o, 4b.Service Type E G _ ❑ Regisfered'q �` . Certified M IMUzJI /I ❑ Ezprerss`llilail�, ❑ Insured �fr z G o ❑ Return Receipt f erMh dise ❑ COD 7.Date of De .t ,o 5. y: e) 8.Atldcessee-s Addres'S jOnly if requestedand'feeis paid 6.Signa `e: (Ad res a or Agent) I' T X .,PS Form 3811„.December 199.4 ;; 102595-98-13-0229 Domestic Return Receipt iiit if llfl{lifll t I H it I it I I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 O Print your name, address, and ZIP Code in this box 6 Down Cape EnOeeri% tnc. 939 Wn St. -- Suit* C Yarmouth Port, MA 02675, a`a 111111111111111141,11111„dd1111111fl111,111111,1111oil1111 o SENDER: I also wish to receive the ;0 ■Complete items 1 and/or 2 for additional services. following services for an y oown■Complete items 3,4a,and 4b. g a) ■Print your name and address on the reverse of this form so that we can return this extra fee): 2 card to you. � > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address •` y permit. ■Write"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery N 0) ■The Return Receipt will show to whom the article was delivered and the date Cn delivered. Consult postmaster for fee. n, 0 3.Article Addressed to: 4a.Article Number a 4b.Service Type � C L/ o� S r— ❑ Registered Certified o ❑ Express Mail ❑ Insured w //�i/-�O��ae_ ❑ Return Receipt for Merchandise ❑ COD 3 o ' 7.Date of Delive o J c 3C) 0 5. Received By: (Print Name) 8.Addressee's ddress/(Only if requested Y and fee is paid) w 17 6.Sign ddressee A 0 a w, PS Form 3811;December,1991 ;; 102595-98-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Permit No.G-10 o Print your name, address, and ZIP Code in this box O I I Down Cape Engineering, Inc. 939 Main St. — Suit@ C Yarmouth Port, MA O''r. I I�I 111l::::1:h11:,ill:l:ltl::tl+i:11Ill::rlll+:::►11,1:1::1::111 1. , SENDER: I also wish to receive the ■Complete items 1 and/or 2 for additional services. following Services(for an w ■Complete items 3,4a,and 4b. 0ow 9 d ■Print your name and address on the reverse of this form so that we can return this extra fee): i card to you. ai ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address 2 ■ rmi Wri a t"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery 0 I r ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. delivered. P a 0 3.Article Addressed to: 4a.Article Number IM CL E 4b.Service Type 3 ❑ Registered Certified N ❑ Express Mail ❑ Insured c W : , p��yJ� : r7 oy ❑ Return Receipt forMerchandis ❑ COD 0 7.Date of Delivery o Q 7 7: 4 o ¢ 5.Received By: (Print Name) 8.Addressee's A dre s(Only if requested Y F and fee is paid) 6.Signa �r (Addr see orAg J t) T X1, PS Form 3811,December.1994 .. . . . 102595-98-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 O Print your name, address, and ZIP Code in this box Down Cape Engineering, Inc. 939 Main St. — Suite C Yarmouth Port, MA 02675 l I11,to fill 1111„It��1�l,1�11,�,I tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 dawn cape engineerm't - - civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. November 16, 1998 Timothy H.Covell,P.Ls. land court David C.Thulin,P.E. surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 Re: 98 Smith Street,Hyannisport sewage system designs Dear Board Members: inspections In response to your comments at the hearing of November 10, I offer the following: The groundwater adjustment for this site would be 2.8',based on the USGS permits adjustment calculations. As the groundwater elevation at this site is directly affected by its proximity to Simmons Pond with its non-manipulated culverted outlet,this adjustment would be unreasonable. Since the pond is open to continuous drainage, the water level will not fluctuate significantly for other than a very brief period of time Per a conversation with Water Commissioner George Wadsworth, he states that there is no significant rise or fall in Simmons Pond. He stated that he has never seen the area flooded. We are requesting an additional variance [310 CMR 15.211 (2)], which addresses an upgrade within Zone i of a public water supply well. We are requesting a variance be granted pursuant to 310 CNIR 15.410 to 15.415. The previous cover letter fled with the application for variances addresses applicable concerns. Thank you for your consideration. Very truly yours, Arne H. Ojala,PE,PLS 6 �1 Down Cape Engineering, Inc. m N ��Q OV a l cc: Eric Graham $, � 0 l y98 encic>to I r tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 do wn cape eagi lLvLO g civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court September 23, 1998 David c.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: 98 Smith Street, W. Hyannisport designs Dear Board Members: inspections The enclosed filing represents variance requests for an existing failed cesspool system at the above-referenced address. The variances requested fall under Title 5's permits Maximum Feasible Compliance regulation and the Town of Barnstable regulations. The site is unique in that it is bordered to the north and west by a pond and stream, lies mostly within a floodzone,and only contains about 0.50 acre. These site constrictions contribute to the necessity of requesting multiple variances. The proposed system is located in the area of the lot which is furthest away from the relevant resource areas. It is also positioned in the highest portion of the lot. It is designed based on the existing 4 bedrooms(no additional habitable space is proposed.) A 40 mil liner is proposed to the street side of the system, as well as to the east of the system(this side backed by a supporting landscape tie wall), as re-grading is not an option because of the limitation of space. The construction of a concrete retaining wall would be, unsightly, cost prohibitive to the owner further delaying the repair of the system, and problematic due to the groundwater levels and the limited area in which to work and construct it. The system is proposed at 4' above the adjusted water elevation of 7.0'. Based on conversations with the Water Commissioner(George Wadsworth)as well as the owner of the property,the pond elevation does not vary any significant amount due to the non-manipulated culverted outlet at the southwest corner of the lot (i s 41 from the proposed leach facility). As well,the proposed system is down-gradient from the BWC well. Based on this information,the pond elevation was used for design purposes,as the groundwater elevation would be directly related to the pond elevation Groundwater was observed to be 0.40' lower than the pond elevation at the test hole. The Town of Barnstable well at the abutting pumping station is about 350' from the closest point of the proposed leach facility. It is my understanding that the water company in the past was trying to swap this parcel with land elsewhere outside the f J 400' radius to the public well. This deal fell through, and now it is time to upgrade this septic system to the maximum extent feasible. The 3 cesspools now in use intercept groundwater. The proposed system is a vast improvement over what exists there now. The aforementioned site constrictions dictate the need for requesting variances. We are of the opinion that the proposed system meets the criteria for no variance under Title 5's"Maximum Feasible Compliance". We feel that,to enforce Title 5 and Town of Barnstable Regulations to their fullest extent in this case would be an extreme hardship as to make the house uninhabitable. We feel that by granting the variances,the same degree of environmental protection can be achieved without strict application of the Town's regulations and Title 5 regulations. Thank you for your review and consideration. Very truly yours, A�� ` eS< Arne H. Ocala,PE,P Down Cape Engineering,Inc. TOWN OF BARNSTABLE ,�-- LOCATION l �Sa'"1 i -ril 9�+J - SEWAGE #`A00i_ VILLAGE ;`�C/,n""S ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. CLe-4 5 l>a0$ < Cc-qry<l 1-5oT-36a SEPTIC TANK CAPACITY i d C> tPC PIPE: &oo 54 F-r. LEACHING FACILITY:(type) (P12,5�Ssyrtg 00ZC (sue) kirAck NO. OF BEDROOMS q PRIVATE WELL OR PUBLIC WATER P08 .iC BUILDER O OWNER &rZ/e' & A 14 & DATE PERMIT ISSUED: I 0 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No J r C C� •e , � r P ` C r f LA rl I c .* a 1 I p �� _ �•�e I 1 a e ` TOWN OF BARNSTABLE LOCATION SEWAGE # 1 VILLAGES ASSESSOR'S MAP & LOT j INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No i Ira er, Zr > = Olt = i o. C j 7,(3 9Ks C) o —1,ot4�1 . o r_�C9� 5x� M�atJr{ \oo I _ actsr�, O \ ilk SAI ,.AILL 'R�e Ky. 1IxS 3xS /Z El. 13.1 II - y•i. i 11 S ��- PXIS J.x eEss �i sM I T To f-, �, 9>CsI �, Tr� 17 II:: 150o 4a.. VMCA-5V stSrG'�v�l�- �1oTF: g"t` 1 - L L��1nY��n�r I�r . Zo,< za � ��►I,Jc �-►�� ,,li cA y: 20 x za x I.L - ,JsE Ak(Er5 ,)/Aw;:!:I.f 07 f c;IJLAL- tNSTgllr St►�Gue r %ASS 115 4 uar-� Fxlrl� ItJs tl. 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S'c•� SxII •� � �1_'t,er� N fI fl •1 r �-' � �C'-""" ` i i• • GC''V`-� r `.hl�stxa I bL-J a1 ,21 11o�t�s fix$ '�r�Nrr�a •� =mac'-�-'r' � • �gb►'(a ��Na�o(v :mil- o_g•'1� ' i I� 'I i � w � I�I I` i _f ----------- -------- ------------- ------- ------- FIRST FLOOR AT 13.1 ' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE VENT (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: A.H. OJALA, PE 11.7 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE A Fl3_.0_1 2% SLOPE REQUIRED OVER SYSTEM J. DUNNING 12.4' WITNESS: AUG. 27, 1998 _j RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE- DATE: FOR FIRST 2' 0.75' 11.67' < 2 MIN PER INCH PROPOSED 1500 CULTEC FILTER FABRIC AS PER PERC. RATE n n n i n n n i n n n i n GALLON SEPTIC n n 9.7' Ljj TEE p# �9234 TANK (H- 10 GAS by 41 1::�� . .CLASS SOILS BAFFLE 11.54' - - 11.71' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "I - C, - - - - - - - - - - - 4, 11.3�3' oS 1,0 j ✓ ADJUST PLUMBING A5 NECESSARY T 67 CRUSHED STONE OR E(,,*HANICAL 11.0, TO PROVIDE GRAVITY FLOW TO COMPACTION. (15.221 [2]) SEPTIC TANK DEPTH OF FLOW = 40 % SLOPE). 7. SLOPE) C4 CULTEC FIELD DRAIN PANE OPP ELEV. 10.84' TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE E A yr INLET DEPTH WELL PUMP SL OUTLET DEPTH = 14" 41, 12" 1 OYR 3/2 LOCATION MAP SCALE 1" 17' FOUNDATION ST 20 PC 13' D' BOX 23' LEACHING B WATERPROOFED SEPTIC TANK AND PUMP CHAMBER REQUIRED FACILITY LS ASSESSORS MAP 267 PARCEL 100 ZONING DISTRICT: 1 OYR 5/6 24" 8.84' YARD SETBACKS: C 1 FRONT = USE ADJUSTED WATER 11.7' SAND AND ALARM AND CONTROL PANEL EL. 07.0- (POND EL.) �SIDE = TO BE INSTALLED INSIDE GRAVEL BUILDING. ALARM TO BE ON INV. IN 9.68' 31" REAR PUMP HOUSE SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S 2.5Y 6/4 18' 800 GAL.+ WEEP HOLE PLAN REF. FLOAT SWITCH ALARM ON RESERVE -CHECK VALVE C2 SETTINGS: PUMP ON FLOOD ZONE: A10 EL 11' AND B TO PUMP 4" WORKING RANGE Per @ 36" ZOELLER "WASTEMATE" MS CHAMBER 4 SUBMERSIBLE MODEL M282 1/2 HP PUMP off 508-362-454t N, PUMP OFF 4' SYSTEM (OR EQUAL) 3/4" 1 1/2" DOUBLE C4 C4 tax 508 362-9880 WASHED STONE BETWEEN 51 obs. water PANELS AND AT ENDS 13' POND ELEV 7.0' 6.59' BARNSTABLE WATER COMPANY 80 AUGUST 4, 1998 PUMP CHAMBER 2.5Y 5/4 down cape engineering, inc. 25' 6, C4 4 22' 7.0 (NOT TO SCALE) 3'1 F&B IP8 BOARD OF,HM,.WH'� CIVIL ENGINEERS 7.1 C4 C4 C4 C4 4 MA 84 LAND SURVEYORS L - ------ APPROVED DATE 49' 7. 939 main st. yarmouth, ma 02675 EDGE OF WETLAND SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED LEACH FIELD DETAIL NOTES: 7.9 #10 4 DESIGN FLOW: __ BEDROOMS (110 GPD)-, 440 GPD N.T.S. It PROPERT Y LINE -------- PPROXIMATED FROM �HYANNIS QUAD'-' USE A 6HO MIDDLE OF STREAM (;1, - 1 1 . DATUM is _1�,; I� rDjW 8.3 440 EXISTING V9 SEPTIC TANK: - GPD (2 880 2. MUNICIPAL WATER IS 1500 #5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE A ---- GALLON SEPTIC TANK 7.7 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 #6 LEACHING: N/A 5. PIPE JOINTS TO BE MADE WATERTIGHT. 70 o4o 6.9 #4 10.3 SIDES: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 7. #13 (18 x 22) + (9 X 6) + (25 x 6) 450 ENVIRONMENTAL CODE TITLE V. 501111" #8 BOTTOM: .74) 8.0 #3 .6 .6 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SHED '9.4 TOTAL: 600 S.F. 450 G�"D USED FOR LOT LIME .STAKING: 2 9.6 #14 - w� EXIST. DECK 7. USE LEACH FIELD OF (10) C4 CULTEC FIELD DRAIN 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4!' PVC. 7.9 7. #15 PANELS WITH STONE AROUND AND BETWEEN (SEE DETAIL) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED #18 FROM BOARD OF HEALTH. 0.50 ACRE 0.8 z 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS, 0.9 #1 PARCEL 00 CP #16 1 SHED ROP. \4/ 10.1 1\ DECD \1 L 't #17 I EXIST. 4 BR 1.7 THRUST BLOCK LEGEND 10.4 \AS NECESSARY DWELLING UPGRADE S17E AND SEWAGE PLAN 10.7 10.9 FF = 1 1' PC PROPOSED SPOT ELEVAlI`,)N OF _j 10. 11 PROP. LANDSCAPE TIE RETAINING 7.6 Z ' 98 SMITH STREET EXISTING SPOT ELEVATION PORC 0. FENCE WALL (SEE DETAIL) i TO CP IN THE TOWN OF: MARK: PK NAIL 16' BENCHI r) PROP. LEACH FIELD WITH (10) MO PROPOSED CONTOUR ( HYANNIS) BARNSTABLE 0.8 SIDEWALK AT EL. 11.31' C4 CULTEC FIELD DRAIN 14' W PANELS (SEE DETAIL ABOVE) 100 - - EXISTING CONTOUR .5 PREPARED FOR: ERIC GRAHAM 10.8 D4551 40 MIL LINER VENT 5' REMOVAL OF UNSUITABLE 8 SOIL REQUIRED AROUND PERIMETER OF LEACH FIELD, CONC. 10' DOWN TO Cl LAYER. 20 0 20 40 60 VARIANCES REQUIRED "MAXIMUM FEASIBLE COMPLIANCE" . CUR REPLACE WITH CLEAN MED. 15.405 (1) / \ SAND EL. 11 .7' is REQUEST VARIANCE TO GROUNDWATER ADJUSTMENT 10, (WATER LEVEL IS AFFECTED BY PROXIMITY 'TO SIMMONS .7' (1 2 ASTM [4551 40 MIL LINER 20' SEPTEMBER 7, 1998 PAVED P.T. 6 6 LANDSCAPE TIES SCALE. DATE: POND [WHICH HAS A DIRECT, NON-MANIPULATED OUTLET WITHIN 196' OF THE LEACH FACILITY) DPIVE 51 17 REV. 11/17/98 1400 LEACH FACILITY o: VARIANCE REQ'D TO SETB CK FROM FOUNDATION CHERRY (CRAWL) 20' TO 14' .4 N PROP. GRADE ELEV. 10.5'+ - PROP, SPIKES 0 OF 15.211(2): REQUEST VARIANC TO BE GRANTED PURSUANT TO 310 CMR 15.41 .415 ARNE N. kkk Of PAVED DRIVE TO BE OJALA ARNE REMOVED AND NO PARKING PROP. ASTM 04551 40 MIL LINER H. mayor LANDSCAPE TIE WALL CIVIL ti WILL BE ALLOWE6' OVER (N TS) No.SIM2 OJA TOWN OF BARNSTABLE: REG. ADOPTED 6/11/91 VARIANCE SEPTIC SYSTEM (OTHERWISE No. TE Cl REQUESTED FROM SECTION 1.13 (SAS LESS THAN 100' TO H-20 LOADING EL 9.0' WATERCOURSE) AND 1.14 (A 'PLICATION RATE OF 0.74 COMPONENTS RE,"UIRED) ND I ��l GAL/SF/DAY USED IN DESIG ELEV. 7.7' AR OJALA, P. DATE EN 13 C4 CULTEC 0 0 0 1 PH :C:4::j 3 7. 98-266 SYSTEM PROFILE a FIRST FLOOR AT 13.1 r NOT TO SCALE) ACCESS COVER TO Wl'P HIN b" OF FIN, GRADE ( 9 FEMALE ADAPTOR & THREADED PLUG 1,5"0 THREADED END CONNECTION 11,7 MINIMUM ,75 OF COVER OVER PRECAST REDUCER i � DRILL LAST HOLE IN EACH SCH 40 PVC LATERAL ON TOP TO VENT 4"OSCH 40 PVC 91Y ELBOW AIR WHILE LATERAL FILLS I QQ ;22 -__—___----_--__-_-___-------_-_ -—-—-—-—-—-—_ -__---___ ------------- - +-� �jwEEP v� POUR 1.5 CU. FT, MIN. ------- I �u. ' - I PROPOSED 1500 D 3000 PS: CONC. R (� \INVERT 0 0 01 I � � THRUST BLOCK 4 1.5"OSCH40 LATERAL __ 0 _____ _�_ ___GALLON SEPTIC �. " _-_--__-__ °�-----__-- _- _�'71''1AROUND CONNECTION 4 c►RISER _�-_"' "-`_""""""-"-` LOCUS TANK (H- 10 ) GA5 (TYP,) VARIES 1 4" ORIFICE E�..TERNATE TOP do BOTTOM LEVEL AT 11,5' ^ a FFL T- 4 T E 60" O.C. WITH SHIELDS BOTTOM LEACHING LEVEL AT EL. 11.0 eCA RDA SMITH ST. **ADJUST PLUMBING AS NECESSARY �6" CRUSHED STONE OR MECHANICAL 1 ELEV, CAA1G TO PROVIDE GRAVITY FLOW TO 4"oSCH 40 PVC MANIFOLD SEPTIC TANK COMPACTION, (15,221 [2)) \ " y DEPTH OF FLOr/ � 4 ( 1 9: SLOPE) ( 1 y S'�A!40 PRESSURE LINE FROM PUMP PIT USE ADJ. WATER EL, O 7,0' � 10.$4 SIDE ELEVATION VIEW (POND ELEV) A TEE SIZES: low? PITCH IN-ET DEPTH .005 FT/FT MIN, (NTS) SL OUTLET DEPTH - 14" FACTORY WATERPROOFED SEPTIC TANK AND PUMP CHAMBER c 12" 10YR 3/2 LOCATION MAP NTS -� - �^ -- FOUNDATION --- 17' REQS RED 2, PC 13' D' BOX 23' LEACHIIJG B TEST HOLE LOGS PRESSURE DOSE SPECLFI Ti NS: ORIFICE SHIELD OSI-OOM FACILIT( LS 1,5"! SCH-40 PVC LATERAL ORENCO SYSTEMS INC ENGINEER: A'H. OJALA, PE PERFORATION SIZE., 1/4" DIAM. PH. 1-800-W-9843 „ 1OYR 5/6 ' OR EQUAL. ALARM AND CONTROL PANEL 24 $,S4 PERFORATION SPACING: 5' O.C, TO BE INSTALLED INSIDE WITNESS: J. DUNNING LATERAL DIAM: 1.5" BUILDING, ALARM TO BE ON Cl MANIFOLD DIAM: 4" D SEPARATE CIRCUIT FROM PUMP PERFORATIONS ON ADJACENT LATERALS TO BE STAGGERED 1/4"0 HOLE AT 5' O.C. SAND AND DATE: AUG. 2< 1998 ALTERNATE BETWEEN TOP SHIELD" 11.7' 31" 2.5Y A6E4 PERC. RATE _ < 2 MIN PER INCH FROM & BOTTOM OF PIPE. '> > TYP PEESSIJRE PUMP f:xACT DIAMETER HOLES = IMAINAGE SLOTS INV. IARANGE 9234 CHAMBER SHOULD BE SHOP DRILLED WITH 1000 GAL, H-10 S PIPE - SLOPE TO DRAIN C2 GLASS I SOILS P ' TEST/C.O. TO FIN, A DRILL PRESS TO ENSURE MP CHAMBER " GRADE FOR ALL , UNIFORMITY. REMOVE BURRS I 800 GAL.+ WEEP HOLE pert 0 36 LATERALS -- PROME 1$ PRIOR TO PLACING Pin. ORIFICE SHIELD DETAIL FL0AT SWITCH RESERVE CHECK VALVE MS SETTINGS: o11 5M-362-4541 SWEEP ELBOWS ,;'—""`^" -- fox 506 362-9m NOT TO SCALEa" ZOELLER "WASTEMAIE" �+�.. 4" WORKI,3 -4----- SYSTEM ALEDAEL) M2$Z 1/2 HP PUMP 51" obs. water 6.59' I down cape engineering, Inc. I ��Q �� 2.5Y 5/4 6" 7.0 POND ELEV = 7,0' PUMP CHAMBER CIVIL ENGINEERS 25' �, _2' � /� E AUGUST 4, 199$ c►+oT To scALr> BOARD OF HEALTH I 4" SCH 40 PVC=MANIFOLD' U(�`�` 7.1 �' x -_-___.____ MA 841, LAND SURVEYORS �.-0 kPPROVED DATE 939 main st. yarmouth, ma 02675 Al EDGE OF WETLAND NOT ALLOWED NOTES: _ iEPT(C DESIGN: (GARBAGE DISPOSER IS ) LEAuI� FIELD DETAIL 1.5 S%H�-30 AT AL5 10 � 7.9 \ A � 4 c 110 GPD 440 GPD 12 )ESIGN FLOW: __ BEDROOMS ( ) APPROXIMATED FROM HYANNIS QUAD N I S. \ ' # �'O ►,i* A GPD DESIGN FLOW 1 . DA's U M IS . t 440Fe 1 f i 44 V.... _. ...y:. __ - _.........�_ .........,_..-_ _.. .._....• 7i/'" "1L SI.I TP"'C"t I _ ,TIN(; it E'� >EPTIC TANK: GPD ( m -_ _..�......_USE A 1500 GALLON SEPTIC TANK 3. MINIMUM PIPE PITCH TO BE 1/�i" PER �"OOi. i 1 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BF f'\A'.>t-it7 i --1 7.7 / `� I LEACHING: v.W #6 / rp N/A 5. PIPE JOINTS TO 8E MADE WATERTIGHT. C I SIDES: P 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 7 #13 > (18 x 22) + (9 x 6) + (25 x 6) (.74) 450 ENVIRONMENTAL CODE TITLE V, BOTTOM: • 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SHED .6 s.s / ! `N/1 � � 1 � � TOTAL: 600 S.F. 450 GPD USED FOR LOT LINE STAKING, s.4� 96 �� L 7 #14 USE LEACH FIELD OF PIPE AND STONE (SEE DETAIL) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - EXIST, DECK 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT #15 I INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED \ 16 FROM BOARD OF HEALTH, PARCEL_ 100 �� Y ,/� SHED l \ CP 5 \ ��# #18 P 100 0,50 ACRE 10.s 5 \ ASSESSORS MAP 267 PARCEL 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. �� \ FLOOD ZONE: A10 EL 11' AND B ROP. DECKS EXIST. 4 BR 11,7 \ 'THUST ASRNECESS NECESSARY �� #17 ND UPGRADE SITE AND SEWAGIE I-LAN 10.4 I / 10. DWELLING \ 100.0 PROPOSED SPOT ELEVATION -10 / 10,9 PC �.. � OF FF - , ., 98 SMITH STREET 10.9 i 7' PROP. LANDSCAPE TIE RETAINING PORCH CP 0. FENCE WAIL SEE DETAIL 7'6 EXISTING SPOT ELEVATION IN THE TOWN OF: CH p BENCHMARK: PK NAIL I L 9F PC- ILT) 1 1 d' 100 PROPOSED CONTOUR ( HYANNIS) L� A R N T A B L E SIDEWALK AT EL. 11.31' 14' '-/ LEACHD (SEE ,. '� 11 W /-` DETAIL) - 100 — — EXISTING CONTOUR FOR: ERIC GRAHAM PREPARED 0 . � 1z,4' � 10.8 ,` / 12 4� `1 5' REMOVAL OF UNSUITABLE D4551 40 MIL LINER SIOE�AC _ `�'' l Q SOIL REQUIRED AROUND 20 O 2Q 40 G0 10' i"\ PERIMETER OF LEACH FIELD, CDNC DOWN TO C1 LAYER,. VARIANCES REQUIRED "MAXIMUM FEASIBLE COMPLIANCE" , CVR .REPLACE WITH CLEAN MED 1 15.405 (1) 61NG SAND EL, 1 .7 10' \ ASTM D4551 40 MIL LINER „ 1: REQUEST VARIANCE; TO GROUNDWATER ADJUSTMENT � r SCALE: DATE:,2 � 1 = 20' SEPTEMBER 7, 1998 (WATER LEVEL IS AFFECTED 13Y PROXIMITY TO SIMMONS *PAVED 11.1 1 \\ P.T. 6 x 6 LANDSCAPE TIES POND [WHICH HAS A DIRECT, NON-MANIPULATED �/ OUTLET V�ITHIN 196' OF THE LEACH FACILITY l REV, 11/,7/9$ FACILITY] ! DRIVE \ 5 14" CHERRY LEACH FACILITY REV. 5/5/01 (PRES, DOSE) o: VARIANCE REO'D TO SETBACK FROM FOUNDATION „�� (CRAWL) 20' TO 14' / �jT / l 4 P.40P, GRADE ELEV. 1 .5'+ 11//ill/l�=l/q�!/l PROP. SPIKES 15,211(2): REQUEST VARIANCE TO ESE GRANTED T � r0 PURSUANT TO 310 CMR 15,410 THROUGH 15,415 �s A NE ij. ` ?' API';.. PAVED DRIVE TO BE TOWN OF BARNSTABL.E: REG. ADOPTED 6/11/91 VARIANCE <' LIP,_.. REQUESTED FROM SECTION 1.13 (SAS LESS THAN lap' to REMOVED AND NO PARKING PROP, ASTM D4551 40 MIL LINER LANDSCAPE TIE WALL f I �,Ty O IAL ^, WATERCOURSE) AND 1.14 (APPLICATION MATE OF 0.74 WI>�L BE. ALLOWED OVER ( c") do a. GAL/SF/DAY USED IN DESIGN), ` . SEPTIC SYSTEM (OTHERWISE ��A. LO ADING EL. 9.0' t , �, : RJR:r�.s.COMPONENTS REQUIRED) ELEV. 7.7' A ��a, , _ .�A , P. f4D,47rE ,98 - 066 FIRST FLOOR AT 13.1 ' SEPTIC PROFILE TEST HOLE LOGS - - '- ACCESS COVER TO WITHIN 6" OF FIN, GRADE VENT (NOT TO SCALE) ACCESS COVER (WATERTIGHT) To ENGINEER: A.H. OJALA, PE WITHIN 6" OF FIN. GRADE 11.7 MINIMUM .75' OF COVER OVER PRECAST 13.0 27. SLOPE REQUIRED OVER SYSTEM WITNESS: J. DUNNING r 12.4 _ DATE: AUG. 27, 1998 I- 1 ** Q� ►� RUN FPIPE IRST LEVEL 2" DOUBLE WASHED PEASTONE � 2 MIN PER INCH I � PROPOSED 1500 0 CULTEC FILTER FABRIC AS PER SPECS 0.75 11.67' PERC. RATE _ GALLON SEPTIC 9 7' ,� I 9234 d i CLASS SOILS P# d t A 4N 9.95' TANK (H- 10 ) GAS TEE r Q�t nA BAFFLE 11.71' 11.54 0 0 0 0 0 0 to 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 ADJUST PLUMBING AS NECESSARY 1 1 0 11.3 o�'o ' TO PROVIDE GRAVITY FLOW TO CRUSHED STONE OR MECHANICAL SEPTIC TANK COMPACTION. (15.221 [2]) 4 ELEV. �'"`"'5. DEPTH OF FLOW = 4 1 1 C4 CULTEC FIELD DRAIN PANEL o" 10.84' TEE SIZES: ( % SLOPE) ( % SLOPE) _- 3/4' TO 1 1/2' DOUBLE WASHED S,ONE I A INLET DEPTH = 10" SL OUTLET DEPTH = 14" 12 10YR 3/2 LOCATION MAP SCALE 1" = C N-r5) 4' FOUNDATION PC 13 D' BOX 23' - LEACHING- 17 ' B ST 2' ASSESSORS MAP 267 PARCEL 100 WATERPROOFED SEPTIC TANK AND PUMP CHAMBER REQUIRED FACILITY LS ZONING DISTRICT: f 24" 1OYR 5/6 8 84' YARD SETBACKS: Cl FRONT = 11 7' USE ADJUSTED WAT R SAND AND = ALARM AND CONTROL_ PANEL - SIDE TO BE INSTALLED INSIDE "�o x�'� �� a„�.�F>' EL. ®7;O' (POND E .� GRAVEL BUILDING. ALARM TO BE ON INV. IN 9.66' 31" 2.5Y.6 4 REAR - - SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S PLAN REF, - 18' ALARM ON 800 GAL.+ wE"P HOLE C2 FLOAT SWITCH RESERVE -CHECK VALVE SETTINGS: FLOOD ZONE: A10 EL 11' AND B PUMP ON; " TO PUMP 4" WORKING RANGE 8" MS pert 36 ZOELLER "WASTEMATE" 541 ) CHAMBER 4" 'SUBMERSIBLE MODEL M282 1/2 HP PUMP oft 508-362- 880 3/4" - 1 1/2" DOUBLE S POND PUMP OFF 4 !SYSTEM (OR EQUAL) .WASHED STONE BETWEEN C4 C4 , fox 508 362-98a PANELS AND AT ENDS 13 8 POND ELEV = 7.0 51" obs. water 6.59'AUGUST 4, 1998 PUMP CHAMBER 2.5Y 5/4 down cape engineering, Inc. 25' 3 6 [::C:4::j:c 4 Q 22' 7.0 (NOT To SCALE) CIVIL ENGINEERS oo � a o /� \Ce BOARD OF HEALTH - 'l� 7.1 LAND SURVEYORS C4 C4 C4 LC4J1 C4 C4 . 0 0 / \ -� APPROVED DATE MA 84" 939 main st. armouth, ma 02675 y 49, 7. EDGE pF WETLAND NOT ALLOWED ) NOTES: LEACH FIELD DETAIL rZA - - EDGE - - _ _8 7 9 � = PI IL DESIGN; (GARBAGE DISPOSER IS p 10 Y_.` - - --- --- - _. - _ __-._ .-... __.. _ ---- 1 # v r _,n..�N r LUW L3LUR.JOP,IS (GPD GPD -- N.T.S. � � . � � `- � #12 �\ .p �; - ('I1U ) = 44J 1 . DATUM IS APPROXIMATED FROM HYANNIS QUAD { - _: - • ��aE A 440 GPD DESIGN FLOW � • �y'�'• 8.3 i y� \� 440 2 = 880 2. MUNICIPAL WATER 1S EXISTING #9 / \ � \ SEPTIC- TANK: GPD (�) #5 �'"� \ I 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ =r I U`.> 1500 E A 1500 GALLON SEPTIC TANK 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 7'7 #6 �� -LEACHING: N/A 5. PIPE JOINTS TO BE MADE WATERTIGHT. -'o / 10.3 CP I \ ;IDES: -- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. - #8 r- _ �\ _ { 7 #13 / I (18 x 22) + (9 x 6) + (25 x 6) (.74) - 450 ENVIRONMENTAL CODE TITLE V. S1\ .6 8.6 / \ / B JTTOM: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE -; 450 USED FOR LOT LINE STAKING. 9.4 / ' 11 , 14 TOTAL: 600 S.F. GPD g, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. / 9 6 \ / EXIST. DECK / \ I 7. # U _ LEACH FIELD OF (10) C4 CULTEC FIELD DRAIN 8 7. #15 PANELS WITH STONE AROUND AND BETWEEN (SEE DETAIL) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT\ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED PARCEL 100 / 5�e CP \ \ .4#16 #18 FROM BOARD OF HEALTH. 0.50 ACRE 10.8 \ 10. PUMP & REMOVE OR FILL W CLEAN SAND EXISTING CESSPOOLS. / 0.9 \ 1 ROP. DEC �.� EXIST. 4 BR l� THRUST BLOCK #17 LEGEND UPGRADE S/TE AND SEWAGE PLAN 1oJ/ 10.4 +' / 10.7 DWELLING �\ NECESSARY _ / 10.9 p� \ 100.0 PROPOSED SPOT ELEVATION OF FF = 13 , co o , 98 SMITH STREET j� 10.9 11.7' PROP. LANDSCAPE TIE RETAINIMa W 1 PORc CP 0. FENCE WALL (SEE DETAIL 7 6 EXISTING SPOT ELEVATION (To 6E N IN THE TOWN OF: BENCHMARK: PK NAIL IN L Re e lLT) lg PROP. LEACH FIELD WITH (10) - 1 00 PROPOSED CONTOUR ( HYANNIS ) B A R N S TA B L E 0 8 SIDEWALK AT EL. 11.31' 14' J C4 CULTEC FIELD DRAIN •5 W PANELS (SEE DETAIL ABOVE) - EXISTING CONTOUR /� - 100 - PREPARED FOR: ERI C GRAHAM 12 4 10,8 12.4 D4551 40 MIL LINER SIDE I l I VENT 5' REMOVAL OF UNSUITABLE 8. n O SOIL REQUIRED AROUND wACK 10' �� PERIMETER OF LEACH FIELD, 20 0 20 40 60 i VARIANCES REQUIRED "MAXIMUM FEASIBLE COMPLIANCE" CONC DOWN TO Cl LAYER., CU 1 J REPLACE WITH CLEAN MED. 15.405 (1) Re1NG p i' ' ` SAND li EL. 11 .7' is REQUEST VARIANCE TO GROUNDWATER ADJUSTMENT 10' ( \ r ASTM D4551 40 MIL LINER (WATER LEVEL IS AFFECTED BY PROXIMITY TO SIMMONS PAVED, 11.1 11 �2 , P.T.. 6 x 6 LANDSCAPE TIES SCALE: 1" = 20' DATE: SEPTEMBER 7, 1998 POND WHICH HAS A DIRECT, NON-MANIPULATED �� OUTLET WITHIN 220' OF THE LEACH FACILITY]) T/�j DRIVE --��ll \ 5' �T 14" CHERRY LEACH FACILITY 4 a: VARIANCE REQ'D TO SETBACK FROM FOUNDATION (CRAWL) 20' TO 14' PROP., GRADE ELEV. 10.5'+ - - _ PROP. SPIKES I% Of TOWN OF BARNSTABLE: REG. ADOPTED 6/11/91 VARIANCE 'k PAVED DRIVE TO BE ��'>� ARNEH Jy� ��`yN OF MgIil- REQUESTED FROM SECTION 1.13 (SAS LESS THAN 100' TO REMOVED AND NO PARKING PROP. ASTM D4551 40 MIL LINER q�� T AHNE ��✓ WATERCOURSE) AND 1.14 (APPLICATION RATE OF 0.74 WILL BE ALLOWED OVER LANDSCAPE TIE WALL CIVIL H �OJALA H. N (NITS) 2 No. 48 oe GAL/SF/DAY USED IN DESIGN) FCl fREO SEPTIC SYSTEM (OTHERWISE H-20 LOADING EL. 9.0' N vP 9� --- --- COMPONENTS REQUIRED) ELEV. 7.7' A OJALA L.S. D TE , , 98-,266 y I, PUMP HOUSE _ 1 I ,225 -V I A OXBOWPOND I POND ELEV 7.0' AUGUST 4, 1998 7 32543 i �2487 �OF 7.1 245 7.8 4 7, 246 9 236 \ �0�p 33 V•W• 7.7 230 61 I �'$ 247 228— 8.0 - - -- 1` / 10.3 \ .222 8.6 232 253 7.9/26 7- 238 254 `� ,. �/ 10.8 � � � \ •4 240 7.6 242 10.1.-2Q7 224 \ \\ I 241 10.4 218 "' I �� 10.7 21 U .3 206 :n; J / 13 _ 0.9 252 l / 2 .5 '205 J)' ' ' 10.8 21 k � -rat' QQ•�' �� ' CpNC Cluj I _ 9 f R /NG 0 20 0 21 � +217 ;: � T202 201 I GRAHAM - 98 266 f SCALE 1 " = 20' 8 -;'5 98