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0866 MAIN STREET (OST.) - Health (2)
866 MAIN STR E E� A-117, 076.001 i I a 6 i i f Y y k = r7o'00 P. " ppTMEl Town of Barnstablda"" "e ;ss f �- : . . ; Board of Health BARNSTiABLE, s 9�A M 9. �0� 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G. Rask,R.S. FAX: 508-775-3344 Ralph A.Murphy,M.D. Sumner Kaufman,MSPH BOARD OF HEALTH MEETING AGENDA July 27, 1999 7:00 P.M. Town Hall Building Third Floor - Engineering Conference Room 367 Main Street, Hyannis I. Variance Requests/Old Business: RAN _Z.ct:n�Peter Sullivan representing his client James Barry, 165 Parker Road, W171+ CoNofTo,.ls West Barnstable, 77,238 square feet lot - Multiple variances requested, new septic systems proposed for new construction. iar, stet lr' ►a¢ s4nG A Ib1G�a^sI a.,c A{�o�5 uo ry'eft- � �`�j � of�ee II. New Business: s' (31RAWMO --zaa-:y Arne Ojala representing her client Eric Graham, 98 Smith Street, W. �«— Nf-t w� r� �onio�T�aus� Hyannisport 0.50 square feet lot - Variances previously, granted by B.O.H.Ple-^s but denied by DEP, revised plans required. �n v�Si�►ncn� Qr ��P�r S(�?�l( St PerV��i c.�SktitCl�on O� �9 ��}ic 5c�c Ica GRA� -P'auTRe , III, Esquire, representing Bayside Building/Lake Isle Woods Regarding the remaining lots at Lake Isle Woods Subdivision, Hyannis. «�AekC o OBTMW }�E1Rm TS w � Plays. G(2ANTaEr>��obert Burke, Review of septic permits for Links Lane, "Mystic Meadows" %4 coup,-ro,j\cs subdivision. p (� I,� a--Skull re- 34 Ate& m-54 i c�i a^— r-e J- ?,s�¢, M aK 1-4m v\vw.ber o t _' rimot[FYy s �llv�ecQVia- �c� Io .7:4o J' Phelan, 35 Bnarwood Avenue, Hyannis 11,900 square feet lot - G(z Request a variance to discharge 330 gallons per day, variance previously granted by B.O.pH. March30, 1995, (npermit not obtained. `-mall mc,orA a Jul re-srk, r4i ern CcTrA;"n 3 jw9rooAA MaiC.iMvh 7:50 Paul A. Phelan, 25 Briarwood Avenue, Hyannis 11,900 square feet lot - Request a variance to discharge 330 gallons per day, variance granted L��a, �QA!J�TOA7S March 30, 1995. pp n S-val,l recorch acX res�r:c�ia� /Lq `i^�` 3DroDN. nnaau�u� N �,,3,cr,,NIoo_.eo Fein - Cape Cod Mall, Best of Cape Cod - Event August 1, 1999 eleven temporary food establishments in the north wing arcade. PIW1�can+s Shaf'� w�ee� all o� 51�te Ste„ Co�P, d,(c/e X, pa le 2hcQ �o o-k— Heat �ol�c,�'S �,�Q;^Jc -QJ n . I , fII. Definitive Subdivision: AA�Rov� 8:10 CSR Management Inc., 20 Lots off Braggs Lane, Barnstable. yV iTi-t Cc�N D�i,�15 r 11 11 4-ff-,o— '• SQu.1QS `t �-o�n t�d IV. Discussion: f>R :20 Cynthia Cole, BEDC, Outdoor dining criteria and regulations. 8:30 Proposed Draft BOH Regulations to protect private wells. V. HEARING spa �Proposed Ammendments to the Board of Health Nuisance Control Zq� Ig9q Regulation No.1, PART VII SECTION 1.00 VI. Disposal Works Installer's Permits: PPezovr� 1:50 Sean Kevin Enright, 247 Higgins - Crowell Road, West Yarmouth s:00 Sean C. Morse, 354 John Parker Road, East Falmouth VII. Swimming Pool Lifeguard Modification Requests: �m�rDV e� Liam Monaghan, Craigville Motel, 8 Shootflying Hill Road, Centerville Sharon Tufts, Cobblestone Landing II Trust, 20 Centerboard Lane, pot �u►,„�'�Fe!l Centerville Rosalind Gruber, Rainbow Motel, 1471 Rte. 132, Hyannis artha Manning, Days Inn, 867 lyanough Road, Hyannis ames Redanz, Cascade Motor Lodge, 201 Main Street, Hyannis ��w Distinctive Home Designs ` Elegant Homes Additions Town of Barnstable Board of Health Project 866 Main St. Osterville Map 117 Parcel 76-1 Kitchen&bath Designs Unlimited Inc. Dear Sirs: I hope this information will be helpful The applicant, Tom Leckstrom, is president of Kitchen& Bath Designs Unlimited Inc.,presently located at 5 Parker Rd. Osterville, and has been in this business for the last 14 years. He has purchased the building at 866 Main St. Osterville as the new home for the business. Previous to purchasing the building, a new septic system was installed for the previous owner, Holbrook R. Davis and approved by the town of Barnstable. (See attached plan). The variance has been applied for, by Mr. Leckstrom, because of change of use. The former business, Village Photo, was mainly retail along with photo developing and enlargements. The retail was photo equipment,picture frames, film and all types of photographic needs and mainly a walk-in customer type of business. The ground floor was used at approximately 50%retail and 50%office. Kitchen Designs Inc. is an appointment, based, business and will use the entire first floor as show room plus bathrooms and a stairway. The second floor will be changed from an attic to office space, for use exclusively by Mr. Leckstrom and his employees. Exterior improvements are shown on plans by Distinctive Home Designs. The dormers are to provide air and light as well as floor space for this office space. Many architectural features have been incorporated to increase the aesthetic appeal of the building. See page 2 508 428 9398 PO BOX 192 05TERVILLE, MA 02655 Project Tour-- www.copecod.net/distinctivehomedesigns Distinctive Nome Designs Elegant Homes Additions Project 866 Main St. Osterville Map 117 Parcel 76-1 Kitchen&bath Designs Unlimited Previous use total floor area 2230 SF Retail, 1115 SF X 50= 55750 divide by 1000=55 gal flow per day Office, 1115 SF X 75=83625 divide by 1000=83.6 gal flow per day Total= 138.6 gal flow per day. Old system was a small cesspool New septic system is 200 gal per day. New floor area less halls and stairs= 3,095 SF Retail 1991 SF X 50=99550 divide by 1000 =99.5 gal per day Office 1104 SF X 75=82800 divide by 1000 =82.8 gal per day Total 182.35 gal per day,an increase of only about 44 GPD with a brand new system. Respect lly submitte •for Tom Leckstrom , Richard Jean Distinctive Home Designs T ^ 3 508 428 9398 PO BOX 192 OSTERVILLE, MA 02655 Project Tour-- www.copecod.net/distinctivehomedesigns i �F tHE Tpy DATE: FEE: • HARNMEILE, + 9 i\ik% REC. BY Town of Barnstable- �.. SCHED. DATE: Board of Healt 'N �67 Main Street, Hyannis M (1 6N V Office: 508-790-6265 z9 o,, i ro"Or .Rask,R.S. fP FAX: 508 790 6304 � r H B Sumner Kaufman,M.S.P.H. NSt�B(fSusan G Ralph A.Murphy,M.D. VARIANCE REQUEST FORM' LOCATION Property Address: 866 Main Street, Osterville Assessor's Map and,Parcel Number:1 17 7 6—1 Size of Lot: 6, 100 S .F. Wetlands Within 300 Ft. Yes Subdivision Name: Main St. (N/A) No_X Business Name: Kitchen & Bath Designs Unlimited, Inc. APPLICANT CONTACT PERSON Name: Tom F. Leckstrom Name: Richard Jean Address: 988 Bumps River Road Address: P.O. Box 192, Osterville Phone: W-428-3999 H-420-1321 Phone: 428-9398 FAX: 420-3640 FAX: 420-3640 VARIANCE FROM RE LATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) (1 ) To expand buildingby adding 310 CMR, 15 . 214 s -r-nnr3 flnnr utilizing existing attic space _( 2 ) There is a new septic system Title V that was installed Oct. 19_99 designed for 200 gallons per day use lreckli t(to be completed by office 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) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for fireguard modification renewals,grease trap variance renewals(same owuedleasee onlyl.outsidc dining variance renewals(same ownerileasee only(,and variances to repair failed sewage disposal systems(only if no expansion to the building proposed)) 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. A REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ tr j i TOWN OF BARNSTABLE S�•.,P �� OFFICE OF i BAWSTAM i BOARD ®F HEALTH ` .� MABB 367 MAIN STREET HYANNIS,MASS.02601 November 16, 1999 Richard Jean P. O. Box 192 Osterville, MA 02655 RE: 866 Main Street, Osterville Dear Mr. Jean: You are granted a variance from 310 CMR 15.214 to construct a second floor addition of office space at 866 Main Street, Osterville, Massachusetts. This variance is granted with the following condition: The wastewater discharge flow shall not exceed 182 gallons per day at this property. This variance is granted because it is the opinion of the Board that the increase of only 44 gallons per day at-this site should not alter the quality of the groundwater in this area. Sincerely yours, Susan G. Rask R.S. Chairperson Board of Health Town of Barnstable SG R/bcs Jean �..1 TOWN OF BARNSTABLE ` LOCATION L �P1/�`Ii= �. � .SEWAGE # �✓ C VIL ZAGE ASSESSOR'S MAP & LO.T I-'d7t�'`a�/`- INSTALLER'S NAMEr&PHONE NO. SEPTIC TANK CAPACITY ^- f LEACHING FACILITY: (type) �e ga- NO.OF-BEDROOMS fl,kT D} OR OWNER 11VZ PERMITDATE: " �'COMPLIANCE DATE: „,Separation Distance Between the: -Maximum Adjusted Groundwater Table fo the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 2004eet of leaching facility).' Feet_. Edge of Wetland"and Leaching Facility(If any wetlands exist within 300zfeet of le ping facility) Feet`' Furnished.by : _ � � 6 f' "N tr z, t t�• O (,JA ' Sa No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for &.gpoml &pgtem Comaruction Vermtt ,Application for a Permit to Construct( )Repair(_,rl'pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Q// mA,;� S' D Owlier's Name,Address and Tel.No. VtG/Q Assessor's Map/Parcel . // l ea /7olhro6k /J�4vis 76-1 Installer's Name,Address,Ad&' 'eA C0 Designer's Name,Address and Tel.No. 350 Main Street 3p,x+c r NYe- W. Yarmouth, MA 02673 4 - 9131 Type of Building: _ Dwelling No.of Bedrooms 0 Lot Size 5 t 8 sq.ft. Garbage Grinder( ) Other Type of Building IZe_fA i 1 No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow SO GP/3 gallons per day. Calculated daily flow o) 00 gallons. Plan Date MAX 6 /994k Number of sheets 1 Revision Date A04 Title 124 A"::— Size of Septic Tank /J Oo Type of S.A.S. IeacA e_AArnOePS /,F X/d x a Description of Soil Per A 64A1 Nature of Repairs or Alterations(Answer when applicable) _ P" Date last inspected: Agreement: G4 " The undersigned agrees to ensure the construction and maintenance of the afore described on-site eS wage dispposal.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 this Board of alt ?n Signed Date 8'oZ SO- 9 Application Approved by Date Application Disapproved for the following reasons Permit No. ''�'� Date Issued Z 7 low- No. J Fee i THE•COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes j. PUBLIC—HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZIpphication for ;Digpogal *p�tem Construction 30errr ff .-.Application for a Pernut to Construct( )Repair(,o'Upgrade(--)Abandon(. ) ❑Complete System ❑Individual Components Location Address or Lot No. Q/ 6 M4��� S f ��f Owner's Name,Address and Tel.No. Assessor'sMap/Pazcel A /i7• !\ ?�l� , Installer's Name,Address,arAT&W C/i 4;tr u Designer's Name,Address and Tel.No. 350 Main Str:-!t�t �3 A x+-e r � Jye W. Yarmouth, MA Ozf� 4d8- 9131 Type of Building: Dwelling No.of Bedrooms D Lot Size 5 / s ft. Garbage Grinder t Other Type of Building P f A, t 9 g ( )yp g � I No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow So �r /1 gallons per day. Calculated daily flow J o o gallons. Plan Date nr� /9 9 g Number of sheets 1 Revision Date /U/ra Title fe n4; Size of Septic Tank /�i��, Type of S.A.S. lea s I-NAl,be r Description of Soil ;fie r p (A A/ Nature of Repairs or Alterations(Answer when applicable) fie r d/A a/ Date last inspected: A Agreement: ��1 /'� The undersigned agrees to ensure the construction and maintenance of the afore described on-site e� wage 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 this Board of H alt Signed Date Application Approved by Date _Application Disapproved for the following reasons Permit No. Date Issued Z 7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY; that the On-site Sewage Disposal System Constructed( )Repaired ( Vf bpgraded( ) Abandoned( )by CIA"I & r5 at u '/! has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /� dated 9 2 7 Z9 Installer Designer The issuance of this permit shall not be construed as a guarantee that the sy&!�Lifunction as design Date Inspecto e /1 �.�� No. Fee � V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS x1i5poal *pgtem Construction 3permit Permission is hereby granted to Construct( )Repair( ,,Mpgrade( )Abandon( ) System located at _0,g4_ _42YA;,-7 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 m st be completed within-three years of the date of this rmit. 10-1 Date: Z 7,9 Approved by t� TOWN OF BARNSTABLE LOCATION .SEWAGE # 2—c7.�.7 VILLAGE- ASSESSOR'S MAP & LOT e���t,�f: INSTALLER'S NAME&PHONE NO._40 r7-7 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) NO. OF BEDROOMS O �QR OWNER 12 l- PERMITDATE: Z.ZCOMPLIANCE DATE: 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 le king facility) Furnished by Feet i i d ; 3 ,-s00 Z Oct v r_. BAXT ER & NYE, INC. �?FG 6 Professional Land Surveyors and Civil Engineers C)S&-a4 812 Main Street•Osterville, MA 02655 Tel. (508) 428-9131 Fax. (508)428-3750 WILLIAM C. NYE, R.P.L.S., President STEPHEN A.WILSON, P.E.,Vice President- Engineering RICHARD A. BAXTER, R.P.L.S:,Vice Presideni' - t - -iv '(``�JOHN R..ELLIS,:R.P.�L':S. July 19, 1999 i Board of Health Town Hall 367 Main Street Hyannis, Ma. 02601 Re: 866 Main St., Osterville Variance Request Members of the Board: In compliance with the D.E.P.'s letter of July 16, 1999 we are submitting the following information for the projected design flow. Size of building; 39' x 61' = 2379 s.f. x 50 gpd/1000 s.f. = 109 gpd: The system was designed for a flow of 200 gpd in accordance with Title 5. I assume this completes the variance request process and that construction may proceed. If you have any questions or comments please call me. Very truly yours, Baxter SNye Inc. hen A. Nilson, P.E. V.P. Engineering cc: DENSERO transmittal #204534 H. Davis #99035 } MEMBERS OF t . CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS i i j. COMMONWEALTH OF MASSACHUSETTS JD EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-94(,-2700 ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A.LISS Lieutenant Governor Commissioner July 16, 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 Holbrook R. Davis, 866 Main Street(Osterville) and , Transmittal No.204534 Mr. Holbrook R. Davis . P.O. Box 572 Osterville, Massachusetts 02655 Dear Mr. McKean and Mr. Davis: Pursuant to Title 5 of the State Environmental Code; 310 CMR 15.412, the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above 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 t 310 CMR 15.232: Distribution Boxes As part of the application, the Department received plans consisting of one (1) sheet, titled as follows: SEPTIC SYSTEM REPAIR AT #866 MAIN STREET IN (OSTERVILLE) BARNSTABLE, MASS. FOR This information is available in alternate format by calling our ADA Coordinator at(617)574-6972. DEP on the World Wide Web: http://www.magnetstate.ma.us/dep Z�� Printed on Recycled Paper 2 HOLBROOK R. DAVIS SCALE: 1" = 10' DATE: MAY 6, 1999 BAXTER& NYE, INC. REGISTERED LAND SURVEYORS CIVIL ENGINEERS OSTERVILLE, MASS. 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 CIVIR 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 lack of a distribution box will not affect the ability of the proposed system to provide adequate treatment of sewage. The Department, therefore, approves the Board of Health's grant of a variance from 310 CMR 15.211 subject to the following: 1. Soil conditions and suitability will be confirmed and verified at the time of installation. A soil evaluation performed in accordance with the provisions of 310 CMR 15.100 through 15.107 shall be performed in the presence of a representative from the Board of Health. 2. If soil conditions require any alterations to the proposed plan, those revisions shall be made and reviewed and approved by the Board of Health prior to the installation of the system. 3. Prior to issuance of the Disposal System Construction Pen-nit, the engineer shall certify and provide calculations to the Board of Health and the Department that the design flow from the facility is less than 200 gallons per day. 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. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief sought. 3 The hearing request;along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars($100.00), 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 granted a waiver, as described below. The filing fee is not required if the appellant is a city or town (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, waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue financial hardship. Should you have any questions regarding this matter, please contact Brian Dudley at (508) 946-2753. Very truly yours, Elizabeth Kouloheras, Chief_ Cape Cod-Watershed. K/BAD , cc: Baxter and Nye, Inc. 812 Main Street Osterville, MA 02655 ATTN: Stephen Wilson DEP Wastewater Management, Title 5 Section,.Boston s i EE6,M� `7,00 ti Town of Barnstable�ND6- - - ; Board of Health BARNSrABL& 9cbA MASS. `0� 367 Main Street, Hyannis MA 02601 TfD MA'S A Office: 508-862-4644 Susan G.Rask, R.S. FAX: 508-775-3344 Ralph A.Murphy,M.D. Sumner Kaufman,MSPH BOARD OF HEALTH MEETING AGENDA July 27, 1999 7:00 P.M. Town Hall Building Third Floor - Engineering Conference Room 367 Main Street, Hyannis I. Variance Requests/Old Business: Peter Sullivan representing his client James Barry, 165 Parker Road, w+T�+ coNoTcnt� West Barnstable, 77,238 square feet lot - Multiple variances requested, ®. new septic systems proposed for new construction. � ('la. slgtl �¢ slt eel b� a IantQ SiArvCaCN 0 �r1-n p-nc)i eer Sha[� II. New Business: c ^sc � o 1 � ,i�C �, cal; JA GRAN��D --u� Arne Ojala representing her client Eric Graham, 98 Smith Street, W. w I-rN cotjojr,cN<.- Hyannisport 0.50 square feet lot - Variances previously, granted by B.O.H.P)—!- t{���- but denied by DEP, revised plans required. n DeSi -ni n q' uZ on or �Q �1 I i � � e��1ne¢r Shad Su�sv�� -'auf'Rever'6, III, Esquire, representing Bayside Building/Lake Isle Woods Regarding the remaining lots at Lake Isle Woods Subdivision, Hyannis. «b ,QG,� 0 of3TA,w t�cnM, ram. w � Pla"s. Gr2A N-�r� z2 obert Burke, Review of septic permits for Links Lane, "Mystic Meadows" w ti co ups ioi�s subdivision. n(� r 1.'c � S�KiI� f eCOrc\ c-�S O hvr�n�G t r�on.S allo ,ecQ zz �. 7:40 iMothy J. Phelan, 35 Briarwood Avenue, Hyannis 11,900 square feet lot - Request a variance to discharge 330 gallons per day, variance previously VV JN''1T'cW' granted by B.O.H. March 30, 1995�^,led not obtained. hack fec.e'a a Cb� res�r; cT�n ,c, kvkQ otA MaK^vM � 7:50 Paul A. Phelan, 25 Briarwood Avenue, Hyannis 11,900 square feet lot - � C.�r-►J��T�AIS Request a variance to discharge 330 gallons per day, variance granted March 30, 1995. pp n — ep t e�o�-� a LJcX rPSEc:c�i�.1 ,rCc`arc��� 3 �jC,Qroc�n. nnciMu.� o&mac 1_,aM_t_oq__4eo Fein - Cape Cod Mall, Best of Cape Cod - Event August 1, 1999 eleven temporary food establishments in the north wing arcade. �) C2r`tS Sha�� wteL zl o tyic 5� Ste„ C,oc�P, mac le k, 19,�v 15.,on ��' god o HeatEQ,ti �ol���� _ ��,cQ;� -t ^�%Y a� .-2j III. Definitive Subdivision: 8:10 CSR Management Inc., 20 Lots off Braggs Lane, Barnstable. I/ COn.�eC� e�un IV. Discussion: t,T PR :20 Cynthia Cole, BEDC, Outdoor dining criteria and regulations. �fa:s0 Proposed Draft BOH Regulations to protect private wells. V. HEARING s a� Proposed Ammendments to the Board of Health Nuisance Control .z,,-,�A iq9c, Regulation No.1, PART VII SECTION 1.00 VI. Disposal Works Installer's Permits: -PPRov�� 1:50 Sean Kevin Enright, 247 Higgins - Crowell Road, West Yarmouth s:00 Sean C. Morse, 354 John Parker Road, East Falmouth VII. Swimming Pool Lifeguard Modification Requests: —t� Liam Monaghan, Craigville Motel, 8 Shootflying Hill Road, Centerville rvc .� ��►��- Sharon Tufts, Cobblestone Landing II Trust, 20 Centerboard Lane, Centerville Rosalind Gruber, Rainbow Motel, 1471 Rte. 132, Hyannis artha Manning, Days Inn, 867 lyanough Road, Hyannis ames Redanz, Cascade Motor Lodge, 201 Main Street, Hyannis tea. r t. TOWN OF BARNSTABLE e�P`OF TH E T O�y� OFFICE OF 9AHIISTASL i BOARD OF HEALTH y MABB. A aoe�1639. \em 367 MAIN STREET E�MAY HYANNIS, MASS.02601 June 3, 1999 Stephen A. Wilson, P.E. Baxter & Nye Co. 812 Main Street Osterville, MA 02655 RE: 866 Main Street, Osterville Dear Mr. Wilson: You are granted variances on behalf of your client, Holbrook Davis, to install a replacement onsite sewage disposal system at 866 Main Street, Osterville, Massachusetts. The variances granted are as follows: 310 CMR 15.211(1): To install a leaching facility five (5) feet away from the easterly property line in lieu of the minimum separation distance of ten (10) feet required. 310 CMR 15.211(1): To install a septic tank 6.5 feet away from the easterly property line in lieu of the minimum separation distance of ten (10) feet required. 310 CMR 15.211(1): To install a leaching facility ten (10) feet away from the cellar foundation wall in lieu of the minimum separation distance of twenty (20) feet required. 310 CMR 15.232: To construct an onsite sewaged disposal system without a distribution box as required. These variances are granted with the following conditions: (1) 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 plan dated May 6, 1999. (2) The existing cesspool shall be emptied and filled with sand. wilson2 f (3) The applicant shall obtain a variance from the Massachusetts Department of Environmental Protection in regards to waiving the installation of a distribution box. These variances are granted because the existing cesspool is located on the adjacent property and the physical constraints of this lot severely limit the area to place a complete onsite sewage disposal system. It is believed that a distribution box would serve no purpose in this case. Sincerely yours, J?t " " ::;''L Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs wilson2 y.. DATE: tt+�tom"o FEE BARN ELF REC: BY 9� Town of Barnstable' SCFiED. DATE: j�9y: Board of Health 367'Maui Street,Hy s MA 02601 S 8 Rask,R S ner Kaufman,M.S.P FL U Office: 508-790-6265 ph.A. D. FAX: 508-790-6304 m VAuitANC E REOiTEST FORM /yq y. 1 LOCH ess: s r A Properly Addr ' Assessor's Map and Parcel Number: VA 11'i �(� 176— Size of.,Lot: S Z 1 g 5 y Wetlands Within 300 Ft.',Yes ame: Subdivision N No x Business Name:; . CONTACT PERSON APPLE—T Name: Name: S7 V11A O SS Address: 91Z YYIaiK S ct Address: P. .'.aD4 2 Phone: Phone: FAX' A 3 FAX: VARIANCE FROM REGULATION(L�st lteg,) REASON FOR VARIANCE(May attach if more space needed) 0 _Checklist(to,be compleiedby once staff-person receiving variance request application) Four(4j copies of plan submitted(including sest tic fled b temyc rtiflans aed mail restaurant stYs, tenodaor ys prior to meeting Applicant understands that the abutters mu date at applicant's.expense(for Title V and/or local'sewage regulation variances only) Full menu submitted(for grease trap variances only).a «nett anlyt outside Variance request application fee collected(no fee for lifeguard modification rcnewals g "ar anCC TCnCwaIS t to r air failed scaage disposal systans only if iro Mpans on m the building proposedl) dining.vuiance rrncw.ls[m"`c ownaAeasce onlyj:and variances ep . Variance request submitted at least 15 days prior to meeting date Susan G.Rask,RS.,Chairman VARIANCE APPROVED. Sumner Kaufman,M.S.P.H. -- , NOT APPROVED Ralph A.Murphy,Ivl:D. REASON FORDISAPPROVAL Q:/WP/vAR1REQ i 866 Main Street VARIANCES REQUESTED Section 15.211(1) -Minimum Setback Distances Allow 5' to property line in lieu of 10', as required for leaching facility, Allow 6.5' to property line in lieu of 10',as required for septic tank. Allow 10' to cellar wall in lieu of 20', as required for leaching facilty: Section 15.232 Waive the installation of the distribution box: i ic> . 2ew ob air M 90 69 wo TO SIC: c so 157 : aet{, 'p.✓" 'j Z - 70 - T .T: .3SAC- Vi 0550 - aS Z c .2j Z. 39 -t ,..- L- pp .. ♦17 ... QJ. A-4 ,. - ..3dpC. 75-5 VnLsci SQVMCG - � . L .\PG- O.\�Ac. > w �154 - s p0 �44 a ._ ,L P4 •r �ti F T'Gp .Q _. .. ►4 , - 2 l eF , - - 1 a ' S c- -r 75-3 -7Z, i 1 , _ 9 O A Pic- lb T'5 VON -Ito- Pw ViLLA&K 'S U^ws Swl 39.� ` ': \ a 1 taw, c.aeePv.�w�ii SAc teAc 38 ate.ter' ®: 79'. 43A - S3 �9 1 OSP OO 8z t r C. .50� OS- 12/... .1 a 81., 17(0 ATa ftT,G - o. �l .30AC-s .14AC 83 104 ". p. 39 ,06 .Z4AC /73 ' .. . qAc 163 /02 a 90 S210 .70 44C-s c wac o0 Y e 88 34 AC $'l 0 7 ao4C 9 4� e .,3AC. TOWN : .: . VOL? + .' P4gKiN6, "i4yo 108 AREA v 9� .zoo' \\2 n3 114 115 0�:. �.E. .. 39►F,. 109 32 or_ PAC NAG 04Ar— A55 S5ak5 MAP f 17 . . BAXTER '& NYE,. INC- 812 .MAIN 'STREET OSTERVILLE, MASS., 02655 (508)-428-9131 Abuttors List: 866 Main Street Map Parcel Owner& Address 117 63 Phillip C. McCartin, 20 Hollingsworth Road Osterville,Ma: 02655 - 117 76-2' Holbrook R. Davis P.O..Box 572 77 Osterville,`Ma' 02655 #99035/Davis BAXTER & .NYE, INC. KEVV[En OF 812 Main Street 0STERVILLE,MASSACHUSETTS 02655 - DATE JOB NO. (508) 428-9131 ATTENTION IILl 1 I i 1 L.i)t'./` ' WE ARE SENDING YOU Attached ❑ Under separate cover via the following items`. ❑ Shop drawings Prints - (a Plans, ❑ Samples ❑ Specifications ❑ Copy of letter ❑.Change order. ❑ COPIES DATE NO. DESCRIPTION � rt 01 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ 'Approved as noted 0 Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑' For review and comment ❑. ❑ FORBIDS DUE. 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS g gi %i T!ge'. cmrcartr�.a eta 1 14-1 4r, IRcL it", fX�r✓c51"�"t S S' �. CIA f t M^ea I—lcsam `}'/ / 2-44`7- 411cf- ZED COPY TO L3,0, .' H, leaui SIGNED: If enclosures are not as noted,kindly notify us at once. G� TOWN OF BARNSTABLE LOCATION 0 �� /� /fA%.� �T SEWAGE #,?,F � VILLAGE 057, .#Z co> _ ASSESSOR'S MAP 6t LOT_ INSTALLER'S NAME & PHONE NO. GLc,ev 7 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)rgF C-A5.7- /�� ►� (size) I 0 o NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER M BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: "Yes No lot, 17 3-7 �� No.... E' S - Fmc....... .-..... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ........ ............ .................OF.........................-......_..... ApplirFatiou for Biiipaa al Workii Towitruryt" rrrmit Application is hereby made for a Permit a Repair to Construct orY ( ) ( ) dIvi dual Sewage Disposal System at: f 7Z d�?,O ; 5T ��r� 411 /Z -- _ .... --- ---------------------- --•---- ----------- ------------------------------.-....... ocation• ddress _ /� l or Lot No. 1.. !4./ r ! U i�.. vet r' •---•-...7--------------------•--••----------ddre.------............................-•-----•-- w Owner Address a ........---••••-•••-.....-•..............•••--•......----.................•........_._...........' Installer Address UType of Building Size Lot----------------------------Sq. feet �-+ Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other a —T e of Building g ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures w Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ Disposal sposal Trench—No. .................... Width....___......__..... Total Length_............_._.._. Total leaching area____.._...__..___.._sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by..................................................................... ••-• Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-___-_--____..--______-. ----•---------------------------------------------•-------•----•-•----...--•.....--•--------.------......................................................... 0 Description of Soil.................................................................................--....... x U •-••-•••-••-------••--••-•---••••----••--•---••-•--••---•-••-•--••••-••------••--•••-•--......-•-••••---•.............•----••-•-----••............•••................................................. x U Nature of Repairs or Alterations—Answer when pplic ble_;...... ' .P .!_✓1_.__._ .. .... ...........� /� •--..-_-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with T�'1•-• the provisions of 'T T t i.a: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b en issued by the board,o�lth. Date Application Approved By.................. .. -------L-Q Date Application Disapproved for the following reasons:-----•-------------------------••---------------------...--------•--=-------••--•--•-••......-••--••..........-- ................••••---•------•-•••.....-----•-••---•-•---...-----••-••-•••---•------•--•••-•••--•---•---.....---•--•-•---•--•-•-----•......-•••-•----•--•-•- ........................................... Dau Permit No...... .'.. ?.� -� ----- Issued_........................................ ate NIL DSLe THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------- -- ----................---..OF................................-...... Appliration for Disposal orks Cons n rrYni� Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal System at: _ ... .............................................. ......•-'-----.._....._............-'-"--- . --•--"-.. -Location-Address f.... or Lot �o. �.....s........................ /................ % . � ................................. _..______•........................ f-? Owner Addres...•--`s-------------------------------------------- W , ------------------'---.........----•--•-----'------•---•---....................................... Installer Address Type of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures W Design Flow............................................gallons per person per day. Total daily flow......._....................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area-•.--.-_---------.--sq. ft. 3 Seepage Pit No--------------------- Diameter.............--..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ . 1.4 Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..----..---.--_•-._----- 0 a •-•-----•-•------------•-••---•-----•--•----•-----••-••----•••-----•.....................•-•'-------......................................................... Description of Soil........................................................................................................................................................................ x V -----•-----••-------------•-•---------••••-----------•--•--•--•------•--------••-•--....---•••---•-------•-----••-------•-------------------------------•••---------------------------- W --------------------------------------------- -------................. U Nature of Repairs or Alterations.—,Answer when applicable---_-.� . `.i'--.--ft -L. % %- %_________!-3_ r �._ --=---•----•-----•------•------•-----------------------•---•-------•----•-----•-•--••---•-•--•------------•---••--•--•-•--•......---•--•------••--"---• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with P'1T�'1x•� LE the provisions of :: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board-of health. y / Date Application Approved B .r _ -Y ----•--•--•--------.---•-- ------ Date Application Disapproved for the following reasons:..................... -----------••------------------------•-•--........................... ---••--••••-•. -----•-•'-•----•----------------------------••--•-------•----•-•-------...-----------........------.......---'-----------•-------•-----------------------------------------------------------------.-'--- Date Permit No.---...?4=-&.-== -3.................... Issued.............-------------------------- ate THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /-��c ............ O F................ a -- t %t'1C.................................... Twrrtifirtttp of ToutpliFattrr THIS IS TO CERTIFY, Y, That the Individual Sewage Disposal System constructed ( ) or Repaired b ... �......................••'•••---•••••---.....-------•----... _ ••- - Installer -----------------------------------------------------------'---------•----------------•---------------•------ has been installed in accordance with the provisions of TIT E 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._.... _.'3_'..... dated........................................:....... THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-----'................��••' .: .............................. Inspector................... ,. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.. s .._: . .......................... � FEE..}:ZD........... Disposal Work, T-Fnnstruriion umii Permission is hereby granted. . .... ..... --.......... •--•• --• r_....__... 0 to Construct ( ) or Repair (/ij'an individual Sewage Disposal System =: / atNo.................................... .............................................! iz -- .. ----- Streetr as shown on the application for Disposal Works Construction Permit No..':'�:!�3_a_'?_of Dated---------- ................................ •----------------------•'--'----'- ord Health DATE................... �•`-�-�-=---�-�- FORM 1255 HOBBS & WARREN, INC., PUBLISHERS - - ----- ZONE' k• 4,(eR,!Ni� WA11 R 1 ��C,? I�_C �I( N )Nfa y K (JN_ F'A s.. CU �IJIMl.1V,IS _ � BAY � ! LA , F R ON) 1 .>E Tl,ACK F!O' l',.....i r a;�.IIL..L.IIkV*t1�GlI'I, Oi-FI I_OT � 5vA 10. jAo/c t5awrrj -a C -aJcC n (y) g ^„ � \ 'Y 'N' e K- Z- r"�siw ,�:7f 'r✓6SC�F'i (F{-%!'3) J49 �+ 1-2.q r�� ��� r���_,_�- �✓� --1 f7 >,.41�shr-<t� �.�tor4ri PA 5e A Alofcczfc�J I �O%�: y6�Yo�c+xi.•rro n� G,Gc./. c/tc�a�4'vri /5 � x 40.2 40 6 40.6 / ' / i't?r/,/�4.c.rc�avz'.ik try �.��; �7c�c-c�:.;✓ 40.5 41.2 _ �. if x k? J( f h'lc....K i-e I~rrrvYt� Covc.v^ r� 40.7 Ac�jv,#-caP -tn C.a rka da.. i ' x ' 0� 40. - �! ,, �• Gpt 40.8 LOT 6 h - --- -- ,x''40.� --paved pc�'V+�C� puking lot 40.9 x 40.7 40.E t c ' >���, �V ;x, 141. 1.2 40' �/ 41.2 41.E i � c �}w~ 0.6 (No ~ it� Scd/c 40.9 �•.:;: �� 40.941 \ 40.9 41,3 40.8 ,•Ile` x txe, � r ) C u .. - /' r'✓ ,/000 41.0 •'' a lcwrt r f t) � ) _ � ,.lii i e r'.d� f�irlirno�n I�. 2 '� � //o w - Zo(7 41.0 �\� Uq G P O 0' A Co GOO '1 ' K' SSrti 11vCe4 _ �� I� �C�I � , ,..._. ,:s� 0 e t` k ! p - "" I, '4 .0 G� Irr �4jt , �!hea el-ec_ a r 2-9 Z5F% 1 � t\,\0 line 41.5 / ✓ �;) Q r q light post +' 41�,0- " V 1.9 41.7 r� elec. meter ' : 41. E f ( 1 ✓ x" ��.1 �2.(' ✓� 41.2 I !�c J�II Sw(�n VGr )cce !a cxv c I^c vlvY c0 0 Iown llc+..� 41 j�;r �;���C' � ! �� 4t., o' t„i 7 Scctzwl I5 2I) (I '1 pvGt7 , ,�r car" / 41 ,«J. .1. 41.1 ''� -6�A r� uj'� �. � �,,^"" .�1(.6�,� (vv'`2 -� �r:ca t�c r•1-� I I✓1 c 1 n I I e,...� a ' , '3c s wz ► 20 �� rc�' �. ...�. 9 • 41.0 � \� c i �1llov lo' 4 cam! ( th Ilc.v C(r� p , -Fhkc a i"? •) � I > a� �,' 41.7 . --__.-. 's acctic,ncs + a /f ��1 exis'tirlg cesspool WG1vc 4-4- on a� Flea c� sh^16o h0` j box Al 1.4 41.2 c.. 41. �, -� �' Ic,wa r 41'7 w F 41, ' ✓ w �;, r� � 41.4 41.2 05 e t 41,4 C,j -' 41.v 4 L E1 r septic 41, r 1 '1W("1 1 ✓r 1.4 0.4 4 41.2 " 41.7 t�kb, 41.2 SEPTIC SYSTEM REPAIR 0 Zp `R. T 41.6 septic CU,US iWUCT/0A1 !✓O T4-"S '• I PEAJV 1, 'Al /Y)ivJin7uM of 72 /'IQt.IIs �r�or 7r-o f2re cXCtatJG i'`/u✓! ;,tjtft (OSTERVILLE)�.G✓):>•�'-:_.G•s�'O✓' 4� 65H/=69- 3-1" ` -7Z33 , 6rncQ >< 3 G- G7-dY1t�7 2 ` GRAPHIC SCALEBENCHMARK � BARNc mL 1�e A TOP OF C.C3« ., � 10 �� YYSG(V`�c.�u out, FOR EL. = 4.1, 1 `� r c c.Q c...t. "i'"r m e of i h s,'!_A I l a ri o n of \ ELEVATIONS ARE BASED ON N.C.V. . }� 40.4 w..___ I•c I I �s troc! c v r s -h, b e c 4 c s 1 n c r 1-1-?Q l al 1 h L!T.3,tt R a+ D AV I S 1 � 41.2 � �'� c ,.• �-� I.,c c c l�trti� �u a t I I �-� -� be. tJ c v.l#-r"I � 5 �c" 5, n.r�r rs wv 3 41.E c.c,Ila u s re cQ 3 ri c e Gl e c4 w:.o c,a c-o rv�,u cA e.'he c ri t i..h o e� �,l W,n3 b i Y-t� SCALE. "= 10' DATE M A Y 6, 1999 ra, All 5f'uctvr-cs +x!- \nave, r'r am io Ic J r,(MCS 4 Co.mr:. -1'C, �V rxl~Qca M., BAxTER & NYE INC. REGISTERED LAND SURVEYORS CIVIL ENGINEERS N `10 0r f 14 sin OSTERVILLE, MASS, TEPHEN 4 FsL S1' .30216 f C N L ) ¢ yt f'2 3t tsd, �>t..1..1L< ){ 4 PACE150. ��n.>r d'� .x««�w.•.w:�m..,nsu,n,.uwa..�,a,�.�, .tir,:w+•.emv..��+..�::w�.wa nre.mm.,..:,.v,.wy+rmw�ne.nnr�.,.xw,Main:,�e�.wra�pw.a�wrw:R"�snn,u,:�•a,m+:,.,.nuniKaa:�.a..+»w�,.ew.wae: ,wv.«uor�ww.niww+ww.w na.� mw.w«�rw.,:: :°w:cv�,:.�w�wm nmmw•,«s«,.as.,,x..,w�.x�».a ZONES \ ono GROUND WATER PROTECTION ZONE Z ZONE BA LOCUS -' MINIMUMS BAY ROAD o FRONTAGE = 20' ST FRONT SETBACK = 20' BUILDING HEIGHT = 30' -� 0 MAX. COVERAGE OF LOT = 35% /71a.rAe/[ `rn'rtrs i Covtis -f-a Co c/e F y��'/ FG•�o,� t A LOCUS MAP SCALE 1 : 25,000 2'' � GS►�h� ASSESSORS MAP 117 PARCEL 76-1 lsao �,n�lon I Q �''� 5s�•+•,� Task 37.5 c� I T�,1a r� T� N - j --�/ A / `'�PRoFILLz S,o A)6 V p 40.2 ' C 40.6 b ` 40.6 /7 40.5 # 40.5 41.2 , i i • 3(o""r»w /adjvaiza0 to G,r.o(L 40.7 / x 040. % 3ih "-i I/i - O 4' / �' I I�c s h¢c0 N go. (N-2o) SivL r i g 31 -7 LET 6 40.e paved _parking lot \ _ _ ----- --- /b� - 40.9 ,,x'40.9 x 40.7 40.9 0\�'�`C\ �•41. 41.2 Sec 7w j A -/a p� 40.9 y .x•41.2 41.3 ° a 0.6 P � ° , o �"•41.? s��n 41.2 40.9 n 40.9 ' �o o p'1� / •' 41.340.9 (�2 2 .• i T r 4 '9/ NNo 40.8 , 2 GG \ x 41.4 �y �� n r1 ,�� .: _ D`l=cJ lGN '• r t - ZO ,. . - fly O c3p;� � Scc j mu °�G c po5co' Syslr� �- '4 'x is I S� �' 8_ �1 G 5 ��a�Q f�v � w� � 8 G S 1`' S�cQ4 a 2(lot �S�x Z =11Z SF x 41.� / .x'•41.0•• \ E1r,0 septic ThTAt = Z9L SF 5° I ]Xrb� 41 41.2 / ahead efec. fi & -7�05F ht line N�c�s.. • 5���� e I 41.5 r 41.3 41.\ O\�G �, e� Q �� light post elec. meter 41. OO .40.7 X. i.1' \s\\5 p�1� 41.3 41.2 lawn 42.0 8 41.2 ( hc ,llo<.,�., vc�r,n �<:v� arc a llow 40.5 signs 41.7 �� \5(\�G e\e�' ��� 41. 1.3 41.1 / rv���� Sec.ftcN 15, Z 11 1 ( -Wt¢ CGN.SrYVCf1M �\°°t �yP414 41.3 x 1.3 /�I lcw S' -}o Qro to}� hnc j/ V r (Cc. vt �i �,. p � \\ ' se H'- -1-0. It �41.0 \ Se F Allaw Ip •h e.� �l�.- wall iti lice � � � #155/11 \ �O�e< x 41.5 M� 1.1 41.3 1- 5 S�ctlon IS, 232 20 us rcq�P � IcFel�i j \\ �ti\ existing cesspool f +I� clisMib ,llo�, boX Q 1:2 41:7 n° 41.9 ���0 ��� lawn x 41:4 septic \ 41.2 41.4 G°t�° 41.8 41.4 41.2 L O T 4 septic 40.3 \\4 0.4� 41.4 41.2 " 'r24" 41.7 e 1 \\ 9° 42.1 'I 41.7 �5r° 0� 41.2 SEPTIC SYSTEM REPAIR QQ AT #866 MAIN STREET L L � �Oh t G '� �> 41.6 �02 \\o�� \ C.B. 41.5 septic CUU�i✓)L>C7lOAtJ /1/OTC S �' FND. n INPLAN ' C\ 14 �in,,,�u.,� a f 7Z hao�s �7rror' � a.�y c xc�cJc. hc�n Luc cc,+�'rz,clv✓' (OSTERVILLE) I 0, \\ 412 /s c�.1/ T�/GSAFE /- P8e - 3q'OA 7233 � G.,c� *, C-�- /71i�1 BENCHMARK GRAPHIC SCALE TOP of C.B. BARNSTABLE , .MASS. EL. = 41.51' 0 10 20 mar h��o o v t. FOR \\ 2, so'. I Sv,1•z log 1, 1 rU llev'i f,ccQ AF f IrYlt c�� ,�5ia 11R t-roh o f ELEVATIONS ARE BASED ON N.G.V.D. f caC,hr n� -�+ c i I ri•s� . .a,tt�{ \\ 40.4 3 . - II a 4 strac wres be cQcs� nc� r W-2© l oactin e"'NO��✓1� HOL6ROOK . DAVIS \ /1 r I R �- ��� qs� k 41.2 4, L,e-,,C it ��c i 11 � 4v be V c.vr+r<I . STEF1 rS 4-r, be �%' t(,G �,rc���rTJ yl < «te� -n e «�rr>.,e1A � �xl� t,v,erJ �i�.,,bi�,� , a� SCALE: 1" 10' DATE: MAY 6, 1999 All �5 v-,)Chjr,e'S +-o V1CIVC vrlaVIhaie me5 i Gov+ers FL5 vY►_eQm . �,'j BAXTER & NYE INC, REGISTERED LAND SURVEYORS ssi `` CIVIL ENGINEERS g� ❑STERVILLE, MASS, y DEED REFERENCE: CTF. 62347 & BOOK 2064 PAGE 150. #99035 t , r y ZONES GROUND WATER PROTECTIONZONE ZONE BA MINIMUMS BAY ROAD Q FRONTAGE = 20' 0 FRONT SETBACK = 20' BUILDING HEIGHT 30' 0 MAX. COVERAGE OF LOT = 35% C S F-P-A LOCUS MAP SCALE 1 : ',25,000 ASSESSORS MAP 117 PARCEL 76-1 < 1560 :3 c 2 5 he Tc. .37.5 01 C3 A 'P R 0 F I L� /k77-e: f 40.2 40.6 40.6 #1 40.5 JX 40.7 x .6 40. a .• ° 2t, / VN nk 3AA 1/7_ -14 40.8 0, L11T 6 40.8 31 4-111" IF, paved parking lot `*4 0.9 k 16 40.9 40.7 40.9 -7oj 0* 0 5ec-7 09 -41. 41.2 40.9 .x*41.2 (NO "o 21 41.3 0.6 ')P41 2pF�\mil P�� P "�/ / r • 0 ` 40.9 40.9 41. 41.3 40.9 4 40.8 41.4 4 .41,Ct lawn X~ . e 408 Ie, ;,,7-6 41.0 7-00 G P c> -?'A C = a7O G. Pr6 5,rd 5 F a Lj/ 315 0- e G Sr SF x 41. 41.0 septic 0 • 41 verhead -T-IN L -)e*41.0 lown 412 "a, elec :5r- > 2*705F C-1 X It'l :Z�ht line e 41.5 41. light post 1,-0-- )0 (61, e ec. meter . 1 1. 040.7 . 6* t,.\- 4 1.3 41.2 lawn 42. 1?� 41.2 41.f 40.5 signs ? jt5. zIj (j ) 1.3 t7 f 41.1 L41.6 p 41.3 x 1.3 7fO yT. e J �-4 41.0 e, Allow la 10 #155/11 x 41.5 S e-'O 1.1 41.3 e-«r k o,k� 1.2 exisM, 'cesspool 141< 4 0 41.9 141.4 41.7 0 lawn I TO put PCA and f 1 50 V)C( 412 41.2 septic 1.4 CPP 41.8 41.4 L D T 4 septic 40.3 (V 41.3 lawn \ 40.4� 41.4 elrr)024" 41.2 41.7 "7 .9 x 1ti 42.1 41.7 ,� ^6\� 41.2 0,- SEPTIC SYSTEM REPAIR QQ ��9 4- 0 NiN. 41.6 AT #866 MAIN , STREET -0 septic C.6 tiff \A OF 41� � � �� .5 (f0A)57W0CT10AJ /)/0 7'1-7-S FND. .... .. IN STEPHEN PLAN 7?- -p4m e?o CxC--,,j Hm (OSTERVILLE) 0 41.2 C,5; 3 11 Iq -7 Z -3 3 BENCHMARK GRAPHIC SCALE TOP OF C.B. li BARNSTABLE MASS. EL. = 41.51' 10 20 out, -0.81'ONAIL FOR rt- tl tr-, ucV-( ffCC,( y",c C-�f fos-f-'-Allphr" �4 ELEVATIONS ARE BASED ON N.G.V.D. \X. 40.4 41.2 H-20 HOLBROOK R. DAVIS 4, l^r-o c v-i j,1 C I I, f-� 4,,r3 b,!r v C v'+-r C-f +T, be I& 1-r J c-d yi t c-,-Ae cP -�n n eem�,e-4n 4v-. e-,r-j e. All il SCALE: 1"= 10' DATE; MAY 6, 1999 BAXTER & NYE INC, REGISTERED LAND SURVEYORS CIVIL ENGINEERS, OSTERVILLE, MASS, DEED REFERENCE: CTF. 62347 & BOOK 2064 PAGE 150. #990351 I - a _ ' 06 i BATHROOM, HANDICAP ACCESS �` � /Qv','['�t`•� 4K'+��"C '� R� - k7t -C# -151 D 5 1' - ..._...__..-._.—_.-..._ - ____. ' i f_. l�':�F.� (:» :Y, V`.., i'Ta 12.4A�•.� $ ,v _ 1 { Stairs, i Lv3 -c� ►, .ti��,T. - E - ,� '� 7" maximum riser. I l" minimum treed. In :..f.. 12 consecutive steps, maximum runt to landing, -- j SHOW ROOM I �+ I tt U. t_,AI,LY COLUMN BELOW I , �'' I I i 1 u. 4 DETAIL: ( ENTER DORMER • r LALLY ('OI.UMN BELOW � � - a ' �` � �. ��:��"-�. ��'l� -W cam•, _ " ; ! �� - . �ir� �l+l>'�C:L:.���"� - 5 1 ( - } q ! t cdwtAS.-V* .,X.-v N vxx� w f���,.a x� ""Sd��t^5. :7 s. i a LALLY COLUMN BELOW ' � �� � ,G�-- •--t -r N�-'Cf�v�. 1" ©� � �c.t E�-(�'��6�� �tr�a:�1•- �t,•y u��.^.0 s7, yy���'r�`c►} �✓rm(. r yu::i; (yct!Nc�k+�.r" � m � o f r ' � t � .' ���� �-itJ15*�lsC7 ua�"�'�-F � ..(? . .. �,. HILI BA'I'"Ro",flANDICAP ACCESS _� �. 711 _ SHOW )ZOOM O �• I ' ._____ ._-.____.._—�.._-. � {, __ __ __. — __ -__. -• a e. � " - 1 «1 " S C'v t ' �-X« �C'Zt c- :r< c Ul-u w,ry c�, o N -4CiJl L, -t;b �d= U(Dr- ! vIUV >a 44,- k,. c:xx.-.•.1u,w�� '+ n , QVI � C� � _ It d 1-� ►�- Q _ ,. (y. '- .. TAR FLOOR PLAN SECTION-A 1-. DETAIL: 13ALCONY l _U1`lC� t ,r , _�". -.� Y fit- , i.-.__. ; . ._.....»_....._..+. f-' _ __._- �.r� l_ .. t� `�i•- -�`••''. '� -t i.• `) - L t CV { LIA i� _ ._.�5._ � '� �, i ; , � ,I 11 � �' t `., r�...U,(,�,3�.:.. �'�C1 S""t1h4,,,,-r O_,i I � � �_ '°''•. -._� r� _-� <s 4 f _ -- r , Ll , Cl un -- --- „ � - (�1 t x• 4 x G-ortf-�Ve- Y t - _ Tw- , di I, i IL r- 04 C A. 1 3 ...__._ .. _.__. ..._, .., _ .. _ .. _.._._.:... ... .... _.._. ......,....•..-----ems-�--'r.��ecr:.-�^_.:.secs-_--firer-�sc ..r.w,.. ,..,,.... �., ,_ .,,...-..,,-,--,n,W -..__,,,.a,__-_ _ -- - -�,-----'-c--�'- _ LEFT ELEVATION FRONT ELEVATION 9 DRAW, 8"' �' -�.�• � ---� � _____ ._.___—_ - lt} �--�`��� emu{ �.i.� -- --. ___- - � OFFICE # 2 3 ' �:F � - — _.._r..._..,._.._...,..�.. .__.•.__..._. - ` � � 1 1 1 � �f.�ni T�N.•..)EJ'-,.A' , •'t-i.Lh-1-"'t + _.... __..._ / '� � `____._._� _ k ; r OFFICE # l � �`� f �'! _�__� ' ; �. LL r-- J, Tss I f ,t OFFICE # 3 —LU v { BATHROOM I _ t rn ! A '' i j `max _ I a rn 75 r. - a _ - - - . d �� - - _ RLAR ELEVATION ION t A c � >r •_ „ +_ 6-9 d I SECOND FLOOR PLAN PRIVATE: OFFICES FOR DESIGNS UNLIMITED INC. " fj«. uj W i � �y� 1.. ��_' /�`♦ /�' � \`` //\ � � to u.f _ Cf) _._ _______ �= -_ �i _._• ---� � - -- ___ � \ Mix " x LLI Cl r : --- PC, ROO P L AN I/8"= 1' RIGMT ELEVATION ----------- Y(161 rz r-,TZ9-we BEAM [DRAWN BY >tt ................ 4 -E� V), � 1 BEAM CST -17 fFAG cx-15rr1 e- ar-1 U f,4G- C) In cy -4 TIE V(--I e LAve Wf Ol 3 t cc r SECOND FLOOR FR,,,kMIN(-.-1 MODIFICAjr IONS d SECTION-C ru C-A U-1 C)