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HomeMy WebLinkAbout1065 SERVICE ROAD - Health 1065 SERVICE ROfN-� WEST BARNSTABLE 153 037 - 4 F U I PESCE ENGINEERING AND ASSOCIATES P.O. Box 321 Osterville, MA 02655 Phone/Fax 508-428-3730 November 7, 2000 Ms. Donna Z. Miorandi, R.S. Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Subject: Final As-Built Inspection of New Septic System, 1065 Service Road, West Barnstable Dear Donna, I am writing to confirm for the record, that 1 have conducted a final construction inspection of the new septic system installed at 1065 Service Road in West Barnstable today for the owners; Rick& Kirsten Tavano. As you know, I was never contacted several months ago, when the septic system was being constructed, to conduct an inspection as required by the Board of Health approval letter dated December, 7, 1998. However, the installer, Above Grade Excavating, has stated to me that Mr. Jerry Dunning was on-site during the construction to conduct inspections and approve the work for backfilling. In order to conduct a proper inspection now, I asked the installer to uncover the system component covers, and to excavate one of the trenches at each end to allow a representative inspection. My inspection found: • The septic tank was inspected and observed to be water tight • The distribution box is constructed properly, with outlet levelers set properly. A new d-box riser was placed yesterday. • The eastern leaching trench was constructed aft, wide X 50 ft. long (the design called for a minimum 2.5' W X 50' Q. As a result of the above inspection, in my opinion the septic system has been installed properly, and in accordance with the approved design plans, dated 10I24I98. Subject: Final As-Built Inspection of New Septic System, 1065 Service Road, West Barnstable (cont.) . Thank you for your'help on this project, and as always, please call if you have any questions. Sincerely, rd esce, P..E. cc: Mr. & Mrs. Tavano 2 f a � o 1 1 7k, p60 2 - — ,.'et 1 :,• .,coy -� t� � TOWN OF BARNSTABLE LOCATION ID�C_S._�R�� SEWAGE VILLAGE 6Q. ASSESSOR'S MAP & LOT IS 3`03 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) TY{.4CA-A�5- �(size) -NO.OF BEDROOMS BUILDER OR OWNS C- PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 3 eet of leaching'facili Feet Furnished by 16 Q'3� i 3 AG 54 & 3 3 ��$$t is 40 � 13U 85 r n Fee hyr.) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for Mi!6pogal *pmem Construction Permit I k 5 Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System ElIndividual Components Location Address or Lot No. p66' .SE'fOe"Ce, 1i'Gt Owner's Name,Address and Tel.No. J —Z/ 1 Assessor's Map/ParceIU�� f3r��nsr �3�E X 4D Aqvq-10 �/ 3 L — n !d�c Hr9`t� v�C RD W. 5 Installer's Name,Address,and Tel.No. / Designer's Name,Address and Tel.No. 3'i9S0� sovZ�R Typ�D7wellin ' f1GK'�� No.of Bedrooms 3 Lot Size�sq.ft. Garbage GrinderOType of Building 9cLa—S�� No.of Persons Showers(� ) Cafeteria jry� Other Fixtures Design Flow :3 3 O gallons per day. Calculated daily flow 330 gallons. Plan Date�� � Number of sheets Revision Date - Title Size of Septic Tank JOO GAC S• Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ut--'�1O NIG ENGINEER MUST SUPERVISE Date last inspected: INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS INSTALLED IN STR!CT Agreement: tCCORDANCE TO PLAN. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue t and ealth. Signed Date Application Approved by Date Application Disapproved for the llo ' g reasons Permit No — Date Issued TOWN OFDBARNSTABLE LOCATION Q �( SEWAGE # � � 'S_ - _L����a VILLAGE �tJ !? - . ASSESSOR'S MAP & LOT �5-3--0.�7 INSTALLER'S NAME&PHONE N0 y-20 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) TY ���_ (size) r NO.OF BEDROOMS 1 BUILDER OR OWNS PERMITDATE: 1K COMPLIANCE DATE: Separation Distance Between the: I Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Welland 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 3 eet of leaching facili Feet Furnished by - �a � C-4 (A - c (V P� L-J v.) -*) 0) Je s 00 s . was s _ F 4. t �1 '/, / ,w ' y, a _. �; Fee ^? THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TO N�OF BARNSTABLES MASSACHUSETTS Yes 21ppricatfon for Miq at *pgtem, Construction Permit a�VVV d r V i �. Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.�� S4r�aF Ri+ Owner's Name,Address and Tel.No.,, 0 6 IN •(3A�NS7t1l3�E �'�f/A�etO /61v�v�/v ` Assessor's Map/Pazcel,.15J 3 467 ;3 r? ���p�� Scgvlc-R19' W. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. . TypeDf Bu' ing: wellin No.of Bedrooms 3 Lot Size 2 2y sq. ft. Garbage Grinders Other T 'Type of Butldtng 'S7Y66_ No. of Persons Showers(Z ) Cafetena,(�yd Other Fixtures Hone Design Flow 3 3 0 gallons per day. Calculated daily flow gallons. Plan Date z �Z �1� Number of sheets Revision Date Title Size of Septic Tank ,/SOU GFIC S Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue s�oard o Health. Signed Date Application Approved by Date Application Disapproved for the olio ' g reasons Permit No. 16 Date Issued THE COMMONWEALTH OF MASSACHUSETTS ,, BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY' ',that t On-site Se g posal System Constructed(�)Repaired( )Upgraded( ) Abandoned( )by - at to 5� )A-ep 1� l "� j� s� � has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. % a dated Installer 4 Designer I / _ n The issuance of ' perhiit shall not be construed as a guarantee that the ysie will func 'onfA destg/N/ DateY l� Inspector 1 i , - V No. �/ ' ! ----------------------------Fee 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS MiOpooar *pftem Conotructton Permit Permission is hereby granted to Construct(�e )Repair( )Upgrade( )Abandon( ) System located at (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 of special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by P�9FINE T TOWN OF BARNSTABLE' OFFICE OF BAHd9TSHL :MAl4 BOARD OF HEALTH 7 � , pp 1639. 0 367 MAIN STREET Fp Vil December 7; 1998 HYANNIS, MASS.02601 Edward L. Pesce, P.E. P.O.Box 321 Osterville, MA 02655 RE: 1065 Service Road, West Barnstable Dear Mr. Pesce: You are granted a variance on behalf of your clients, Rick and Kirsten Travano, from the Board of Health Regulation Part VIII, Section 1.00 to install a septic tank less than 100 feet from a water course. The septic system will be located a 1065 Service Road, West Barnstable. The variance is granted with the following conditions: (1) The designing engineer shall excavate test holes at the location of the proposed leaching facility before obtaining a building permit. .(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 and that the septic tank is water-tight. (3) The designing engineer shall certify that the septic tank is water-tight. The variance is granted because the proposed septic tank will be water-tight and therefore will not have any affect on the quality of the nearby water course. The septic system is designed and will meet all of the provisions of the State Environmental Code,Title V. Sincerely yours, Susan G. Ras , .S. Chairman Board of Health Town of Barnstable SGR/bcs pesce2 q No. - -f- =-- - -----Fee- BOARD OF HEALTH TOWN OF BARNSTABLE App[icat ion,f'orlVe[C Congtruction3permit Application is hereby made for a permit to Co tru t ( ), Alter ( ), or Repair ( )an individual Well at: ---------- Location — Address /" As�rs Map and Parc--- /� i....... ----� k Address U - ------------ ------------------- � Installer — Driller Address /s Type of Building Dwelling Other - Type of Building ---------------- No. of Persons--------------- ----------------------- �r Type of Well— ------------�- - Capacity ----------------------— ----- Purposeof Well--------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of ompliance has bee issued by the Board of Health. Signed— ___ --- — - ------............ - - � date Application Approved By iU Q- —— date Application Disapproved for the following reasons:-------------------------------------------------------------------------------- ------------------------------------------ ------- -—-- ------ ----- ----- ------------------------------------- --------------------------------- date Permit No. - Z--—J — —-------- Issued — ---QZ = g^ 7 - - -- ------------------ date BOARD OF HEALTH TOWN OF BARNSTABLE Certif sate Of Compliance THIS IS TOC RTIFY, That t Individual Well Const cted V( ),'Altered ( ), or Repaired ( ) b - _ Q' I ---------- ---------------------------------------- — - —-- --- —-Y--------� -Installer 10 at- L- 1 . ---- �z-1 r1 ^-- - — - - - - has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.Wf 7-------Dated------ � THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------— -- — ---- —--- Inspector--------------------------------------------—— - ------------ f -dP ':�1v w��r r �7"�t,p: r'y t, kMs r++M�,�3+ 15tw-. :y". 4 ��c •� :`t' '^ r .�,.'�.^M.'•t'"�►w:r�-sY.,'n.rr ,.r,�.r.t. � — �. ,. .T r .1 �. a� � � � ,* 1' ,..... ``C`.i,v`r-,"`t7t✓.*vr4lf�r+'.e�o—ti'.i1'£+'�`�[;�. yi 'L 1 � � No.—- -J-�-=- Fee------�" BOARD OF HEALTH TOWN OF BARNSTABLE Application- orVell Congtructionpermit Application is hereby made for a permit to Coj tru t ( ), Alter ( ), or Repair ( )an individual Well at: --z----------��'�'r✓.��__1_1 - - - ---Zr-e---- 6_r_� - ---�- Location — Address Asses rs Map and ParcW — -- �✓11 Q ` er �,,, 41 ----- -- — — L:�--- — Address 6— ------�! -- 1` -{/i _Ci`-' =��/ ------------- Installer — Driller Address Type of Building Dwelling - Other - Type of Building--------------------------------- No. of Persons- Type of Well--------- - --------------------------------------- Capacity--_ ---------------- — ------ Purposeof Well------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of TheI Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to place the well in operation until a Certificate .of ompliance has bee issued by the Board of Health. Signed -- -- -- --- — -`----� - �� � Application Approved By-- date Application Disapproved for the following reasons:----------------------------------------------------------------------------------------------- - — - - - ----------—----------------------- ---------------- date Permit No. - �--— - -- -- - Issued ----��- g-� -------------------------------------- date S -..._ ._:.-..=._..._:�r....�:...t�.�.�is...e:r,�.dwra.wnrtr..rba:weww r.4:i.:�►wi►w.+awr..,r.r.,++}i ara5+...S.u.,..mfl wl��w..MPNA..,..+4�.a3ki..�M.-+�i...rti.1.��».;.Giry4`ryV :. ., ' BOARD OF HEALTH TOWN OF BARNSTABLE - Certificate Of Compliance THIS IS TO CERTIFY, That t Individual Well Const cted (K), Altered ( ), or Repaired ( ) by--------- ------------------------------------------------—- -- —----- —- �f Installer at- !-- --- �5.��^— — 1P--------------- /51 !-has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.wl- '--- ----Dated------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. i DATE- --- — ——---------— - —— — —- Inspector--------------------------------------------—-- ------------ i i 7y s.n...i:�ir a:.Mwari.r..,o w::;>a:..a.rr...ar..,.i...ww:.r..,....,�..rw..�..a,...sie,.wr,,...w,.eR±........at....ra4�..►,rr s..4t+....+..--: -,,...,..MSF+raa.a;�.:.+s,a.. . - ..ri,...>. BOARD OF HEALTH M1 TOWN OF BARNSTABLE Vell Congtruct ion Permit Fee----L�- ---- Permission is hereby granted-------lr—��'�_------- �''���_�24 -v ----------------------------------------- to Construct �(c Alter ( ), or Repair ( ) an Individual Wel No. - -fiE� { -- --�—— - �� �---sire-- as shown on the application for a Well Construction Permit No-----------------—------------- ---- --- ------—-------------- Dated --------------- -------------------------------------------- Board of Health DATE-- _ - —— ------- _ _�._._._- _� -�-- -� -- --_ -T-: �� ��L� S �c ��—'� ENVIROTECH LABORATORIES, INC. W LT-7 MA Cer. No.: M-MA 063 ' 449 Rte.130 Sandwich, MA 02563 (508) 888-6460 1800-339-6460 FAX(508) 888-6446 CLIENT: Nickulas Building Co. LOCATION: Lot 2 ADDRESS: PO Box 507 Service Rd. W. Bamstable MA 02668 W. Bamstable MA 02668 COLLECTED BY: Desmond Well SAMPLE DATE: 3-17-97 SAMPLE TIME: 8:00 WATER SAMPLE TYPE: New Well DATE RECEIVED: 3-17-97 LAB I.D. #: 97-3226 WELL SPECS.: 4"Well/ 125' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Limits Coliform bacteria /100ml 0 0 9222 B pH pH units 6.0-8.5 6.39 4500 H+ Conductance umhos/cm 500 121 120.1 Sodium mg/L 28.0 12.6 200.7 Nitrate-N/Nitrite-N mg/L 10.0 0.92 4500-NO3 E Iron mg/L 0.3 0.20 200.7 Manganese mg/L 0.05 0.117 200.7 COMMENTS: Manganese is not a health hazard. YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Date_ J �- Ro ald J. Sa Laboratory rector <=less than >=greater than TNTC=too numerous to count i Department of Environmental Manag�r.ent/Division of Water Resources WELL COMPLETION REPORT L'U 7 7' S WELL LOCATION GEOGRAPHIC DESCRIPTION Address 4''T N S E W of (feet) (circle) City/Town�l A6Ai?A/br7r?.6Z6 Well owner. N/Ge�Gt�lJS 4ee,1G.:dri1..+7 (road) Address /1�/> �✓X 5d2 /y N S E W. of ///,p-�-,o/1�v�i� Iml.!n fenfhsl (circle) Board of Health permit obtained: yes/Y6Gf no mtersecr. w/ (road) WELL USE WELL DATA Domestic Loplublic❑ Industrial ❑. Total well depthft. Mortitoring❑ Other Depth to bedrock ft. Water-beating rock/unconsolidated material: Method drilled � �''� Date drilled 41— 9 Description Water-bearing zones: CASING. 1) From To Typo 2) From To Len gth fl It. Dia(1.D.) in. 3) From To Length into bedrock R. Gravel pack well:. dia. Protective well seal: Screen: dia. 'i Grout.❑ Other Slot r`�-?length_;�/z_fromgL' to hr, STATIC WATER,LEVEL(all wells) { Static water level below land surface It. Date— ,-7 WELL TEST(production wells). I Drawdown Ab ft. aftor pumping br: -- min.at _gpin How measured a Recoveryft. after—hr.—min. o, LOG of FORMATIONS COMMENTS .. Materials From To a Driller Firm .5/yjd��tS rLGr.nc�him r !y /67) Address /c City/Town Sup I sing Driller RegA ��f ` Sign i erod well driller Ili Plsase Pryor firmly BOARD OF HEALTH COPY NWA ---rOie; <A-VAOO' S- 1 b 1 e PESCE ENGINEERING AND ASSOCIATES P.O. Box 321 Osterville, MA 02655 - a Phone/Fax 508-428=3730 November 7, 2000 Ms. Donna Z. Miorandi, R.S. Town of Barnstable Board of,Health 367 Main Street Hyannis, MA 02601 Subject: Final As-Built Inspection of New Septic System, 1065 Service Road, West Barnstable Dear Donna, I am writing to confirm for the record, that I have conducted a final construction inspection`of,the new septic system installed at 1065 Service Road in West Barnstable today for the owners; Rick & Kirsten Tavano. As you know, I was never contacted several months ago, when the septic system was being constructed, to conduct an inspection as required by the Board of Health :.approval letter-dated,.December.;-7,.199.8.- However,: he installer, Above Grade Excavating, has stated to me that'Mr.-Jerry..Dunning`was on-site during the construction to conduct inspections and approve the work for backfilling. In order to conduct a proper inspection now, I asked the installer to uncover the system component covers, and to excavate one of the trenches at each end to allow a representative inspection. My inspection found: • The septic tank was inspected and observed to be water tight • The distribution box is constructed properly, with outlet levelers set properly. A new d-box riser was placed yesterday. • The eastern leaching trench was constructed aft. wide X 50 ft. long (the design called for a minimum 2.5' W X 50' Q. As a result of the above inspection, in my opinion the septic system has been installed properly, and in accordance with the approved design plans, dated 10/24/98. Subject: Final As-Built Inspection of New Septic System, 1065 Service Road, West Barnstable (cont.) . Thank you for your help on this project, and as always, please call if you have any questions. Sincerely, d and esce, P.E. cc: Mr. & Mrs. Tavano 2 ai SENDER: I also wish to receive the L3 ■Complete items 1 and/or 2 for additional services.y following services(for an ■Complete items 3,4a,and 4b. d s Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 ■Writ e"Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery to ■The Return Receipt will show to whom the article was delivered and the date (n delivered. Consult postmaster for fee. a 0 3.Article Addressed to: 4a.Article Number c°1i nA-Kn PAwA 09z )26� . a 4b.Service Type [1 Registered I led mo)` Po N ❑ Express Mail ❑ Insured � W p ❑ Return Receipt for Merchandise ❑ COD C w. �AIVV��13 � l� '�' T—Date ofDelivery / /C 0 ZIZ&O [ L 0 m 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) co W 6.Si t e:(A re see or Agee F- O A �' PS Form 384 1,December 1994' - 102595-98-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE �� "` arst Class-N}aiP-�---. C? -IR4stage-&=Fees=Paid I� P M _ __ uses :_ --- -_.A_ -- --, Permit No—GlTo— f.•Print your name, dr' ,ariIJ ' . I Code iTrtNis box • pig lNG&ASSOCIIATES P.O.Box321 Os1sl Ae,MA 0286E IAA VA 2. ci 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. d ■Print your name and address on the reverse of this form so that we can return this extra fee): n 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 d permit. 2.El Restricted Delivery `m � ■Write"Return Receipt Requested"on the mailpiece below the article number. ry to ■The Return Receipt will show to whom the article was delivered and the date« delivered. Consult postmaster for fee. p 0 3.Article Addressed to: 4a.Article Number cc o Type D c 4b.Service T e ti �A -_ ❑ Registered � Certified M to Ut117^ VfGN��C �►'Yt '`J-�f" ❑ Express Mail ❑ Insured w �67 ?�J • ❑ Return Receipt for Merchandise ❑ CODCr 3 p 7.Date of Del 7YF � o av iZ 5.Received By: (Print Name) 8.Addr ssee's Address(Only if requested Y I and fee is paid) t 6.Sign p Addressee Age t) ~ A i ! ifiti !i!fii ti!( illit i!! 2 PS Form 3811,December 1994 102595-9e-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees:Paid USPS Permit No.G-10 Print you r�awe;a&s and ZIP Code in this box o O �S'PC &ASSOCIATES P.O.Box 321 OstOMIG,MA 02665 o SENDER: I also wish to receive the ;a ■Complete items t and/or 2 for additional services. following Services(for an W ■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): In card to you. ■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 s ■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 N u m er m CL i�W-5- Ab. 'f�� 4b.Service Type c ❑v Registered Certified � I ❑ Express Mail Insured = to w ❑ Return Receipt for Merchandise ❑ COD r OC � �,,+ �, 7. Date of live ry, C Dom/ (( o ¢ 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) w 6.Signature: (Ad ee or gen L A 2 PS Form 811, ecember 1994 i i 102595-98-13-0229 Domestic Return Receipf UNITED STATES POSTAL SERVICE R I _ F_�1"l Mail J 02 � P st &Fees P CZ � USp� 2-",_ -- t o •Print your name, address, and ZIP Code in this,.box•*---. �--- a�o .�% MMMfMM EE M&ASSCgAM P.O.Box 321 0swvM9,MA 02655 m SENDER: I also wish to receive the :2 ■Complete items 1 and/or 2 for additional services.rn following services(for an ■Complete items 3,4a,and 4b. m ■Print your name and address on the reverse of this form so that we can return this extra fee): ;n card to you. at ■Attach this form to the front of the mailpiece,or on the back if-space does not 1.❑ Addressee's Address ;v ■Writ e"Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery 4) t ■The Return Receipt will show to whom the article was delivered and the date »- delivered. Consult postmaster for fee. o 0 3.Article Addressed to: 4a.Article Number a � 4b.Service Typ El Registered Certified X N © ' �1�'Ctl1X X�G• ---. ❑ Express Mail Insured Lu h4A ❑ Return Receipt for Merchandise El COD a 7.Date of Delivery 00 O m 5.Received By: (Print Name) 8.Addressee's A r ss(Only if requested Y F and fee is paid) w t M 6.Signs 3or see or Age °a X { ; w PS Form 3 11,December 1.994 { 102595-98-B-0229 Domestic Return Receipt UNITED STATES POSTAL SERVIC First-Class Mail ne Fees Paid •10 • Print yo' name,,?dj(tss, and ZIP Code in this box • pEWE VmwjEERw a A880CIATW P.O.Box 321 OsteMlle,MA 026M pp V r�� (r�5160 of DATE t FEE: 59- Town of Barnstable REC. BX�;::�- � Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kauflnan,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE RERUEST FORM Aft LOCATION 1065 Service Road, West Barnstable Property Address: Assessor's Map and Parcel Number.Map 1 53/ Parcel Size ofLot: 94 ,020 SF #37 Wetlands Within 300 Ft. Yes XX Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: Rick & Kirsten Tauano Name: Edward L. Pesce, P.E. Address: 67 Tanbark Road, Marstons Address: P.O. Box 321 , Osterville Mills 420-2460 Phone: Phone: 4 2 8—3 7 3 0 FAX: None FAX: 428-3730 VARIANCE FROM REGULATION(t.ia Reg.) REASON FOR VARIANCE(May attach if more space needed) Part VIII, Section 1 .00 Best location given the multiple To install a septic tank wetlands surrounding the site. less than 100 ' (actual Ti')—from awater course. l" a l' (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 appI ication fee collected(no rea ref liregaud modification rrnesysls,grease uap variance=c-slit(sstse o"m Il asee only(,owide dining varisnee renewals(same ownertleaee only(,sad vsrienca to repair failed sewge disposal systems(only,if no e:pueion to the building proposedn Variance request submitted at least 15 days prior to meeting date ✓ARIANCE 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/VARIREQ i of DATE: FEED 59. Town of Barnstable REC. B�� Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1065 Service Road, West Barnstable Assessor's Map and Parcel NumberMap 1 53/ Parcel Size ofLot: 94 ,020 SF #37 Wetlands Within 300 Ft. Yes XX Subdivision Name: No Business Name: APPLICANT CONTACT PE SON Name: Rick & Kirsten Tav'ano Name; Edward L. Pesce, P.E. Address: 67 Tanbark Road, Marstons Ades; P.O. Box 321 , Osterville Mills 420-2460 Phone: Phone: 42 8-3 7 3 0 FAX: None FAX: 4 2 8-3 7 3 0 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIAN . ,(May attach If more space needed) Part VIII, Section 1 . 00 Best location given the multiple To insta 1 a septic tank wetlands surrounding the site less than 100 ' (actual = 91 ) from awater course. Checklist(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(norm rot iiregund modircation, I,,ll a e ..,;,nee R„ea,I,t,ameownerAeuee onlrj,wnide dining~iutee tenewel,(,•me ow+er/lea,ee only],and v,ri,nees to rcpeir railed,eange dl,pmel,yuem,(only it no e:pwion to the building ptopo,edn 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/VARIREQ THE T�w TOWN OF BARNSTABLE OFFICE OF BAHa9TOBL i BOARD OF HEALTH YM4 0o 1639' \em 367 MAIN STREET CFO MPY k' HYANNIS, MASS.02601 December 7, 1998 Edward L. Pesce, P.E. P.O.Box 321 Osterville, MA 02655 RE: 1065 Service Road, West Barnstable Dear Mr. Pesce: You are granted a variance on behalf of your clients, Rick and Kirsten Travano, from the Board of Health Regulation Part VIII, Section 1.00 to install a septic tank less than 100 feet from a water course. The septic system will be located a 1065 Service Road, West Barnstable. The variance is granted with the following conditions: (1) The designing engineer shall excavate test holes at the location of the proposed leaching facility before obtaining a building permit. (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 and that the septic tank is water-tight. (3) The designing engineer shall certify that the septic tank is water-tight. The variance is granted because the proposed septic tank will be water-tight and therefore will not have any affect on the quality of the nearby water course. The septic system is designed and will meet all of the provisions of the State Environmental Code, Title V. Sincerely yours, Susan G. Ras , .S. Chairman Board of Health Town of Barnstable SGR/bcs pesce2 { - l,. 1 IZ F1 Fl � r , j Z t✓ 0 _� I 1 � rr cwLw�d Bata. 7B PLANS AND A, - - - - - - SECTION r- - - - - - - - - - - - - - -i i II p 2X4 KNEE WALL 15' i I CONCRETE FOOTING I I tmCUgiFD!i1C►t111tlRES Dote �^ I3"CONCRETESLAB e I COMPACTFILL FOR9A8 � II II 10, BEDROO I 24' 12' 1B�• _7 m� $ Fl KITCHEN BA oom ®® - LIVING ROOM g' LT 5> 81-be"---+—�8'8" 5�8 28 2ND FLOOR PLAN A FOUNDATION PLAN SCALE:1/4'=1'-0' SCALE:1/4"=1'-0" I., r APPLYICE ANDWAI X CONTINUOUS BARRIER TOIWPL-001) 12 RIDGEVENTT PRIOR TO ASPHALT SHINGLE �3 _ INSTALLATION\ 28' 12' 12 ... 2"6®16'O.0 12 GOLLAR TIE WP, �10 . I 2AO RAFTER wwo.0 ASPHALT ROOF SHINDIES(ttP) ' I 3/6.050TONGl/E ANDOROOVE 2X10FlOOR1016T a'RNEE WALL 2X6 P.T.PLATE W/51LL 5EALCTYP) i 14 r��Ia dY� ODS OBRIEN DRAFTING SERVICE 18'6 98 QUAKER 2X4 FRAME(TYP) MEETINGHOUSE ROAD 24 - - EAST•SANDWICH.MA.02537 lz GARAGE/lA FLOOR 24' ttP EXTERIOR WALL CONSTRUCTION 2X4 STUDS 016'O.C. • 3 1/2'RRAFT FACED MTT INSVL r7116-OSlfly—HOIJSEWKA EWRAWHITE CEDAR SHINGLE SIDING B.. P.TSILLW/FOAMSILLSML DDIITON ARD TAVANO CE ROAD BLE,MA 02668 c DOVBLE 2X12 HEADER. W/1/2'PLY 4 7/26/2005 Al 1ST FLOOR PLAN SECT►ON L1 ' 1/4'-V SCALE 1/a•�1'-O' ,v" 2 102 . SCALE:1/4'=1'-O' r 5 con"Not" Fl J A2.1 2E ELEVATIONS II � II L 5 'ci24, GARAGE 3'CONCRETE SLAB 24' 76' " — I I COMPACT FILL FOR 54},Bt LF .. 8, 12, LEFTSIDE ELEVATION RIGHT SIDE EL N ' 2 1 O 1 b - ' CONnNVOVS RIDGE VENTWF. - f! 12 2.10 016'O.C. - - - L. - Qbs 72 �10 2w.6©2Y1.C. 12 C0 mLURnETrR. Q10 i R30C SATT INSVLATONwp. Ilm- 1X2 RAKE 7'4' I 3/4'OSB TONGVE ANV4wJUVG 2'-4- 1T2 RAKE � ODS 1X8 RAKE �10. 4' ®'s•o.�R/olsr 4, iX8 RAKE 2 X10,PRESSVRE OBRIEN DRAFTING SERVICE TREATED DECK 98 QUAKER. MEETINGHOUSE ROAD 16' " EAST SANDWICH.MA-02537 A2.1 . 6'S�- wyM Ilr ar Idb— 9-9� w EXTERIOR WALL CONSTRVRION CONSfRUCnUN 1 3-1 BTVDSFT FACC ' S-1/2"KRAFT FACED BATTINSVL 147E INSVL ]Ab'OSB w/YVEK HOVSEVVRAP OVSEWRAP GARAGE PLANS ;• NC SLAB WHITE CEDAR SHINGLESIDING LE SIDING T-2t_ sEEELEV.ATI016 4X4PosrcrcTYP) WEST BARNMSKEDMAv02668 B" 2xb R.Tslu w/FOAM SILL SEAL SILLSEAL 3-2X12 SPRINGERS PT GRADE _ GRADE 4, ; ( 8'SONAR TUBE RYP) 1/2'X 12'ANCH00.BOLTS® )LTS® LLL 24' CONC.rll NG Xt'WIDE 6'-0'O.0 TVP. _ U FRONTELEVA X10'DEEPW/IXb=ATB'FOVNDAn0NWALLS jsa.FPREAR ELEVATION A 1 l i i 1 General Notes . A2.1 2E AB.121, — �� - - - - - - - - - - ELEVATIONS -2111 II � II REQUIRED SIGNATURES Dote 9 ,Z. 24' I I GARAGE I k I I I 2_41 2 1. Il tl YCONCREM SLAB S 4 - V Q I COMPACT FILL FOR SI ,B{ P I) 24' zL to > ` I I L - = - - - - - - 'J - - -I 8' 12'' 8' LEFT SIDE ELEVATION RIGHT SIDE EL 2 1 O 2 4 CONTINVOVSRIDGEVENRV. �4.5 - 12 �10 2M6 B 21O.C. 12 { - COLLAR TIE TN. 10 _ I Na RlVI6I011�•owv DOte RWC BATTIN5VLATIONWP. I 1313 2 x 10 dibq.G j iX2 RAKE 7'-4' �3/t•o5B roNGVEANDcrzoovE 7'-4e X2'� � 1 � 1 RAKE �� � -ill Adb— ' u ODS 1Xe RAKE Q10 4• -:®ib'0.000.101Sf 4' 1xe R,4KE_ 2X 10'PRESSVRE OBRIEN DRAFIING SERVICE TREATED DECK 98 QUAKER MEETINGHOUSE ROAD 16' ' EAST SANDWICTi,MA.0?537 2 1� h*d Wr M AB3r TYP.EXTERIOR WALLCONSTRVCTION CONSIRVRION 21"-KRAFTF FACED B' 3-1/2'KRAFT FACED GATT INSVL LATE INSVL GARAGE PLANS 6.0SB WRYVEK HOIhEWRAP OVSEWRAP WHITE CEDAR 5HINOLE5IDING LE SIDING VX4 POST PT(TYP) MR.-M RS MCHARD TAVANO L 3'CONC.SIABSEEELEVAT10N5 WE5TBARN5TABLE,MA 02669 2%b P.TSILL W/iOAMSILLSEAL sluSFAL 3-2X12 STRINGERS PTGRADE GRADE 4: G'SONAR TVBE(TYP) 1/2-X 12-ANCHOR BOLTS® )LT510 . - CONC.iaOTING 20'WIOE b'A'O.0 TYP. 24' . F-11-011 Yul FRONT ELEVA X10'PEEP W/2MKEMAY 8'FOVNDATION WALLS 5 R R EA ELEVATION Do 1,/12/2002 All . . EL. WEST BARNSTABLE 10P or rnuxnwnnx DESIGN CALCULA TIONS.• I-- 10' l@K GYIIYGR!}8 CIOVM29 4"SCMWVM 40 P,V.C» 3 MN PIlCx r/V Pas PT. P LAYAR OF VENT NUMBER OF BEDROOMS . . EZg 1i6' c,ox�Rsra c,vvaie 1/B" 1/2• GARBAGE DISPOSAL NO EL=114' �" '� TOTAL ESTIMATED FLO A' . . , , , - FZ=109' Il0 330 GAL DAY 'X 4`:cast 1�aox�a ( ----GAL/BR./DA}" sr 3_ BR) � �'s Cfl� ST oR aipUAP AaRMf a REE7' �nsx s/4 Pas n j nvvasT ME" saxn 9 REQUIRED SEPTIC TANK CAPACITY 1500 GAL Pv�r cove t.= 106.75 SOIL CLASSIFICAY70N _ . . . . . 1 c Bnzu lac 14- F� 1063,9� DESIGN PERCOLATION RATE 10 YMIN,/IN. EL. i14.4' --2 0-- u o e o o e e o- o 0 0 0 e D o s Q 60 PINE s . e , 4 e e e- ?�4 m r-r e e e e EFFLUENT LOADING f ATE . - GAL/DAY/S.F. _,rt�E LOCUS evvasr a+ u 113t 9' wvasT Ary l . . . As" e e w =404.33" U• C ST D' _-- - 112 z' TOTAL LEACHING CAPACITY 40Z. . GAL DA Y EL.=114.2' EL.- -- EL.=112 ox r�or a w DISTRIBUTION z 5'X 50'LNACH 7RV*VH RESERVE LEACHING CAPACITY ., . 402.0 CA A y AWMAAW ZZY COWACM OR a'Or s� : BOX SIDEWALL' f;ZTRENCHES f5,2 5 X 2 X`R SMAS,)(0,60)=,252,O GAL/DAY BOTTYIM ( TRENCHES)(,0 X 2.5 15W GALLOWS M BZ WER �,� SOIL ABSORPTION-1 20 94' )(0.60)=150, GAL/DAY ff JIDRE,2R4Ar ONE 0MINT SEPTIC TANK SYSTEM (SAS) •.-.. PLACE ON Q' ST171VE INSTALL can PROFILE Of USGS ADJUSTED HIGH_GROUND WATER EL= (2) 5'WIDE O LONG'X 2'DEEP SEWAGE DISPOSAL SYSTEM OBSERVM STAMSVG KAM (mess m weu) ElSV=_o.6s' TRENCHES NOT TO SCAIE 10128/98 GENERAL NOTES OB5ZRVATION HOLE 1 AMNV=_114.9' LOCUS MAP PE?COLATION RATE �-_ YIN./INCH AT -4Q- INCHES OBSERVA77ON HOLE - A7zv.= 108»8' ' s 1) ALL #VRI3L4N3HIP AND MATERIALS SHALL COXW" 70 DEP. DEPTH HoRm TEXTURE COLOR- 1/07T, 0THM? DEPTH HO TZrIVRE' COLOR MOT OTHER TT77.E 5 AND THE 2VWIN.OF _R RULAS AND 1 PLAN REF,' 529117 RAV I LA77ONS fiVR THE SUBSURFACE DISPOSAL OF SEWAGE: '= Aa #VOD LOAM - "- " A0 ROOD LOAM 1VONB 2),ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 6' D LOAMY SAND , 10 -s <5x 6'- B LOAM RES. ZONE.' "RF" W177IDV 6" OF FINLSHED GRADE, 0271ERS WITHIN 12" C SILTY SAND IOYR8-3 PSRC 8^-W' 'C1 SILK' Lo" lOn?5-8 ORS PAW ASSESSORS MAP 153 LOT 37 3) ALL COJlVVNK 5'OF'THE SANITARY SYSTEM SHALL BE CAPABLE OF I,-158 COBS WTTNSTANDING X-10 LOADING UNLESS TREY ARE UNDER OR-WTFJYINNO LOM 25M-4 RO IB � FLOOD ZONE "C" 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE NO GROUND #'AT IR ENCOUN7272NO ,,y USED UNDER OR WITxIN 10 PT. OF BRIM OR PARtwG AREAS � FEW PANEL )�` 250001 0015 C 4) ANY MASON UNI9S USED 7V BRING COMW 70 GRADE SHALL DATE OF SOIL TEST 121110198 (Mr ItP8822) DATE OF SOIL TEST 4Z 99 (MT'I`Y�) DATED.' AUGUST 19, 1985 BE YOR?A'RED IN .PL4CE 0' 5) NO DETERMINATION HAS BEEN MADE AS'TV COMPLIANCE F= WITNESSED BY: EDWARD BARRY WITNESSED BY :TERRY DLI �,A13LE 9- , DEEDED OR ZONING REI;ULAT70NS: OW 13 Tb SOII, TEST DONE gy JOHN P. L?OYZE' SOIL-TEST DONE BY J.E LANDERS-CAUI1s'Y, RE NS 0 OBTAIN SUCH DETERMINATION FROM APPROPRIA77s' AVTHORITY �t 0,F BAR 6) UT7LlYTES SHOWN ARE APPRO"ATE'ONLY, ATCAVA27ON CONTRl=R PERC RATE = 101[IN./INCH TQ N1` tM p� ft LS TO CALL DIG- SAFE" AT 1--600-322-4644 AT LEAST 72 HOURS °c �EZY �' D . PRIOR TO COMMENCING WORK ON-SITE' !�"' 7) CONTRACMR LS 70 VERIFY GRADES AND EZEVA770JV AS WELL AS $OG A SITE CONDTHONS PRIOR TO C0A0fMCING FORK.ON SITE, 3/4"-1" DENSE GRADED CRUSHED STONE .•tea 01��0 � � N 8) PARCEL N IN FLOOD;ZONE- �------ 3200P 9) LOT IS SHOW)V ON'ASSESSORS NAP 1b9 AS PARCEL ` S 0 405---` - FLAGGED t�S1t1�' 41 8 1 t 10 jwff 1 PLAINS ROAD P LOT TYPICAL CROSS SECTION NOT 70 SCALE `S'srsb o 0 � A� 9 B_ oTF'_ ii'ORx LUrIT LrNE' - ' W,' �o . sa 4 H N 7!� BE .ESTABLISHED • 09 x > WITH INSTALLED SILT FENCING. N19 "E x.ASO 6 1� OF ,r O ,lo ��� 1op 106 00 0 118 i ps p �' � � 1�6 ,,o✓ � �'G' �' � 1 �R 11�X� ti � � v+! 5 $ rip- LOT vt S.F• � ,,f ��T�•..�:: ... `°°• E �V Q� ,� .�2'12 E / = EDWARD L. Gs 4 �4G FPESCE �7 0t u CIVIL JOyr : �, �_ ✓ ��! A No. 32 Y C5 pb9 x - :<:::....: I� ' g 4' ��'O SEC t, 01.29, © S102721"A' ✓y' r� Al i1►► r /�/ R 0� STK ®F7«9GGF,D 4 ROB" $ g 9'1T PLAINS o A•AY KN01 _ VL AS 3A :.GRAVELED. .. DIRT - a o p ,59'g Nxl x x ,I, 019 .60 ::': - .. SITE PLAN OF PROPOSE'D 5p175 00 g— :::f '`�0 WA 4 ' TOWN B.O.H. � ., x. �PDTo TO T �,� ��� 6 VARIANCE: SEPTIC SYSTEMDESIGN p $ - - - Jr 5TON� 11' TIDE 4,9 ���' :._::: .: PART VUI, SEC. 1.00 - or CRUSH�'D 3 $ �. LOCA TED A T»' " '"•� x 4" iY► TO INSTALL A SEPTIC TANK LESS THAN % AND �► lb 100' (91) ,FROM A WATER' COURSE 1065 SER VICE ROAD yoT- s GRAPHIC SCALE zo ,� °OF PESCE ENGINEERING ASSOCIATES WEST BARNSTABLE. lj/IA. PREPARED FOR.' P.O. BOX 321 IN FEET > OSTERV'ILLE MA - 02655 RICK & KIRS TEN TA VA NO ER 24, 1998 ® 1 inch - 40 ft. OCTOB Pk(5�08)428-3730 REV. FEB 9, 1999 aou 22, 19 2B, 1999 JOB # 51632A REV. ",PEB, 99 REV MAY s r _ , r a .. .. .. .. .., .- >. :. ..... ,. .> ., .. , ... .. , .. ... .--. ... .. .. ,... a ., ,,. :. » A 4- ._.. ,. .. t , .. .. .- w.. .. _ .. � C p. r ,., , r.. , ,: .. a .,.'... ... m• W. '.., x .. �^ 117- DESIGN CALCULATIONS: WEST BARNSTABLE _ 7Y1P OF FCI UNDAT70N' r 20' MILT NUMBER OF BEDROOMS . 3 --- 10' MIL! CONCRME COvERs GARBAGE DISPOSAL . . . . . . . . . NO 4'SCflE'OULE' 40 P.V.C. AMY P17rhr 1/6 PER FT VENT TOTAL ESTIMATED FLOW z'LAYER of GAL BR. DAY x ____ 330 GAL DAY 7:7 WASHED S7t7NE ( ----- � � ) RCH STREET EL= 116' coNCRETE COVER r/e'-1/2' 110 3 BR. / s CI�U EL=114' EL-109' REQUIRED SEPTIC TANK CAPACITY 1500 GAL 4'-CAST IRON PIPE • �orr EpUALl J<11VIAlUAf SOIL CLASSIFICATION . . . . . . . . I 17CH 1/4 ,PER FT INVERT CLEAN SAND 9" L,= 106.75 ! DESIGN PERCOLATION RATE B MIN./IN 110 14, � 33' EFFLUENT LOADING RATE . 66 GAL/DAY/S.F. O E LOCUS STREET �P " _ TOTAL LEACHING CAPACITY 356.40 GAL/DAY g00 /00 00000 ,BAMMEcAs l"SU o 00 0 0 ¢'� o o 's>VASI� ro 0 8c oo� o =104.33' RESERVE LEACHING CAPACITY . 356.40 GAL/DAY 1� 11Vvm?r EL.=113.9' INVERT INVERT 0 0 0 0 0 0 EL.- 114 2 EL.= 112 2� EL.=Li-4 SIDEWALL 2TRENCHES 42.5' X ,2' X 2 SIDES)(66)=224.4 GAL DAY G t'�BE Pt cEn ON.*<RAr BASE) DISTRIBUTION 2.5' X 40' LEACH TRENCH BOTTOM (2TRENCHES)r40 X 2.5)(.66)=132.0 AL/DAY o ,d ��o 6, AarmAICAar co"A=D oR of sm,%w BOX SORPTION 1500 GALLONS TO BE WATER =TEIJ SOIL AB 20 94' INSTALL � SEPTIC TANK �O1� Tom" ONE ° SYSTEM (SAS) PLACE ON 6' STONE - F;�=39 1 (2) 2.5'WIDE X 401ONG X 2'DEEP PROFILE O F USGS ADJUSTED HIGH GROUND WATER EL- TRENCHES 4y ` SEWAGE DISPOSAL SYSTEM OBSERVED STANDING WATER (rheas. in well) ELEV= 80.69' \ LOCUS MAP NOT TO SCALE 10128198 �1t� '` 46 OBSERVATION HOLE 1 ELEV= 114.9' GENERAL NOTES PERCOLATION RATE _6_ MIN./ INCH AT _4a1 INCHES OBSERVATION HOLE 2 ELEV.= 112.3' I PLAN REF. 529/17 DEPTH NORM TEXTURE COLOR MOTT. OTHER DEPTH HO TEXTURE COLOR MOTT. OTHER s4s RES. ZONE. ,RF" 1) ALL WORKMANSHT AND MATERIALS SHALL CONFORM TO D.E.P. 0=6" A WOOD LOAM O -6" A WOOD LOAM ASSESSORS MAP 153 LOT 37 Tl= 5 AND 77IE TOWN OF BARNSTABLE_ . RULES AND 6=30" B LOAMY SAND IOYR7-6 �59 s"-32" B LOAMY SAND IOYR7-6 �S90 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. THAN % » 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 0=156 C SILTY SAND I0YR8-3 PERC "-120 C SILTY SAND IOYRB-3 5�, PERC � \ FLOOD ZONE C WITHIN 6" OF FINISHED GRADE, OTHERS 07THIN 12" MIXED W COBB , IXED W COBBLE ` ti FEMA PANEL # 250001 0015 C NO GROUND WATER ENCOUNTERED NO GROUND WATER ENCOUNTERED / 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE`CAPABLE OF I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DATED. AUGUST 19, 1985 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE / 1 39• 0' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 96 TEST P8822 RNSTAB� r 0" 0' 4) ANY MASONARY UNITS USED 7V BRING COVERS TO GRADE SHALL DATE OF SOIL TEST. 12/10/ ( # ) ���r OF BA / BE MORTERED IN PLACE. WITNESSED BY: EDWARD BARRY TOWN 0 5) NO DETERMINATION HAS BEEN MADE As To COMPLIANCE WITH T VERGR y DEEDED OR ZONING REGULAT7ONS. OWNERIAPPIXANT IS TO ' SOIL TEST DONE BY JOHN P- DOYLE 0 ANBERR OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. A,- BOG ' CR °.�y`° T s 6) UTTLtTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR / / p� l�/ IS TO CALL "DIG- SAFE" AT 1-600-322-4644 AT LEAST 72 HOURS ip F�s4o / PRIOR TO'COMMENCING: WORK ON SITE. FLAGGED 7) CONTRACTOR IS.7b VERIFY GRADES AND ELEVAY70NS AS WELL AS $`I R 719 COMMENCING WORK ON SITE VYE:57 SITE CONDITIONS PRIOR B) PARCEL IS IN FLOOD ZONE-'C_. 9J LOT IS SHOWN ON ASSESSORS-MAP `153 AS PARCEL 73� NOTE. WORK LIMIT LINE TO BE ESTABLISHED WITH INSTALLED SILT .FENCING. s5so 0.0 M g.B• �i - / S06 42 35'W 68.47_ / �Il ( 1 � / / �_/ o0 50 ,i �_ — Op pMv SED��' ,�' // i1 / �u� �" ' _-'�' - Q �/E-f / � •�� o' � . • � ' / W� R Li ti P � LATEX X / i � � � • . 5 ti io / \ \ I <S1.Aa) g� D�oM o 15 X 202 I �(,. �� ' N� a AJ gym, Q' t i / � � 22• 118 A 4 roll c It Al- po l,Q`r of s.F• <1010 i \\ 00.2 4;p2 � j � .rl-' � ' X '� 6 � � � /' �. ti AR 9 /4 \ \ r \ 0 1 h EA' i2 0, \ \ oa, _ I ,_ / EDWA9D L- 4 201.29' t — -/� _ �__ - _ N Ell FLAGGED ROAD» ' g o Isn g? / _ ----- - PLAINS __ - �, a o� o �i U - N $�j o D DIRT__WAY _n _-- O 63� FSEroo.r � N cr �' / - TRAVE__ 75•p�_,�r" o � TOWN B.O.H. SITE PLAN OF PROPOSED ' °� �y$°� �°° �dco6�• .. �� VARIANCE. SEPTIC S ,S'TEM DES V f o g _ 1� o --------- ----- --------- �' c� w� PART VIII, SEC. 1.00 LOCATED AT' TO INSTALL A 100' (91FROM EA TWATER COURSE IC TANK LESS THAN ROAD 1065 SER VICE R D I,0T'3 GRAPHIC SCALE e� of ARNSTABLLT MA. ,� o za 40 80 ,so �� PESCE ENGINEERING E ASSOCIATES WEST B E. PREPARED FOR' RICK & KIR,S'TEN TA VA NO P.O. BOX 321 IN FEET ) OSTERVILLE, MA. 02655 nRuz o - PI-L(5O8)428-3730 OCTOBER 24, 1998 1 inch - 40 ft. Aor JOB # 51632 1t0� EL. 117'_ MF OF flVU"AMN 20 MIN. DESIGN CALCULA TIONS.' WEST BARNSTAPLE � 10' MIN CONCRETE COVERS 4"SCMDULE 40 P.Y.C. . . . . . 3 M1N PTIM 1/a PER F7 VENT NUMBER OF BEDROOMS . z'u rF.R of GARBAGE DISPOSAL . . . . . . NO EZ= 116' CONCRETE COVER EL=114' 'AMM �'NE TOTAL ESTIMATED FLOW EL=109' ' • • 330 � 4' CAST 1ON P1FE ( _LL0-GALIB IDAY x3BR) CK IlRC ° /41 P rNVERT CLEAN SAND REQUIRED SEPTIC TANK CAPACITY 1500 GAL TREE - 106.75 SOIL CLASSIFICATION . . . . . . . . 1 1� LINE 14� L - - - Fr, 10s 33' DESIGN PERCOLATION RATE' 10 MIN./IN. .. EL.= 114.4 zo' ° °° °° ° ° ° GAS 6. Sl1MP LEM o 4 0 °° �4' � �-7 "°o ° ° a m °° EFFLUENT LOADING RATE . 0.60 GAL/DAY/S.F. �,�E LOCUS "j PINE ° ° ASHED NE o ° --10 4. U' — 112 A' ° ° ° ° $° °� TOTAL LEACHING CAPACITY 402.0 GAL DA Y g0 rG EE'T EL.= 114.2 EL. EL.=112'_ / k9 r�BE Placav ox TMV aasa> DISTRIBUTION -- Z 5' X 50' LEACH TRENCH RESERVE LEACHING CAPACITY . 402.0 GAL/DA Y A&MUN)MMY CM&AC72W OR 8.OF BM" BOX ( SIDEWALL• .f2TRENCHES)n2.5' X 2' X ,2 SIDES)(0.60)=252.0 GAL/DAY _�iSQQ_-GALLONS a�ATF�e SOIL ABSORPTION ,20 94' BOTTOM' (2TRENCHES')( 0' X 2.5)(0.6J)=150.0 GAL/DAY SEPTIC TANK .7 MORE THAN ONE OV= SYSTEM (SAS) PLACE ON 6' STONE PROFILE 0 F U56S ADJUSTED HIGH GROUND WATER EL= dy`1L INSTALL (2) 2.5'A'IDE 0 LONG X 2'DEEF SEWAGE DISPOSAL SYSTEM OBSERVED STANDING WATER (meal in well) ELEV= 80.69' TRENCHES �� NOT TO SCALE 10128198 GENERAL NOTES OBSERVATION HOLE I ELEV.= 114.9' LOCUS MAP PERCOLATION RATE _A6 — 16N./ INCH AT _40- INCHES OBSERVATION HOLE 2 MEV= 108.6' 1) ALL WORKMANSHIP AND MATERMLS SHALL CONFORM TO R E.P. DEPTH HORU TEXT7IRE COLOR MOTT. OTHER DEPTH HORN TEXTURE COLOR MOTT. OTHER =E 5 AND THE ?OWN OF BARNSTABLE_- RULES AND PLAN REF 529117 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 0"-6" Ac WOOD LOAM "-6" Ap WOOD LOAM NONE 1�� RES. ZONE.' 'rRF�� 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 6"-30' B LOAMY SAND 0YR7-6 <5% 6"-18" B Lo" 10 -6 �Q WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 0"-158 C SILTY SAND 10YR8-3 PERC 8"-32" C1 SILT LOAM 10YR5-8 OBS. PERO ASSESSORS MAP 153 LOT 37 3) ALL COMPONENTS OF THE' SANITARY SYSTEM SHALL BE CAPABLE OF AffAWD W/COBB 0 36 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN NO GROUND WATER ENCOUNTERED 32"-96" CZ LOAM 2.5Y6-4 \ �'`� FLOOD ZONE "C" ID FT. OF DRIVES OR PARKING AREAS' H-20 LOADING SHALL BE NO GROUND WATER ENCOUNTERED AVr,4y USED UNDER OR WITHIN 10 FT. OF DRNES OR PARKING AREAS. \ FEMA PANEL # 250001 0015 C 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL DATE OF SOIL TEST 12/10196 (TEST #P8822) DATE OF SOIL TEST 4/1199 (7TST#P9398) � _ DATED.- AUGUST 19, 1985 BE MORTERED IN PLACE. WITNESSED BY EDWARD BARRY WITNESSED BY: JERRY DUNNING I,�, .� � 39• 0 � 5) NO DETERMINATION HAS BEEN MADE AS 7O COMPLIANCE WITH SOIL TEST DONE BY JOHN P. DOYLE SOIL TEST DONE BY JE LANDERS-CAULEY, P.E. 0F, B�RNSTAB , 0 O DEEDED OR ZONING REGLrLA?70NS. 0131VER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. PERC RATE = IOMIN./INCH ��t r 6) UTHITIES SHOWN ARE APPROXIMATE ONLY, EXCAVA7ION CONTRACTOR TOWN RID "'1t� 0# LS TO CALL "DIG- SAFE'".AT 1-800-322-4844 AT LEAST 72 HOURS 0 '�B��Y � �- D ;. PRIOR 7O COMMENCING WORK ON SITE: , Cl2 OG •IAt7l 7) CONTRACTOR L.S 7O VERIFY GRADES AND ELEVATIONS AS WELL AS " " B A -* SITE CONDITIONS PRIOR TO COMMENCDVG WORK ON SITE 3/4 -1 DENSE GRADED CRUSHED STONE 32 ti' 8) PARCEL IS W FLOOD ZONE_--------- jj � � 6rSTE�•`• 9) LOT IS SHOWN ON ASSESSORS MAP _.159 AS PARCEL _ 1 S-o FLAGGED - gppppq q poo pe q4o>,4"C p0 np p pOpq� pggppq,p EXISTING RD BASE. 8ageo;g8 Au_ p agOppp / ' PLAINS ROAD P ' �< �w wN LOT 3 .o TYPICAL CROSS SECTION ` NOT D9 SCALE o 0.1900, 8 m 508 �0 68.47 1 t y 1�8' NOTE.- )FORK)FORKLI.iHT LINE 42 35 � TO BE ESTABLISHED 5.09 WITH INSTALLED SILT FENCING. P Nr9 Dg x �"ff ,�\x of 9 OSE All R � 9� �• 610 �o ti 1 � '�� � N _ t 11 P w p •rr � ��� o ---- EC.- r 1 ,. W R j/xz�j� � P ° opo y 20 6 0 G 3 `asEn ypr160 Poo JUL toll' 11 �R o 0 Th O T s.F 'o J :. 0t / :. X--- as � �18' ►� -�A OFhoA94,p � o /v�xT D Eaw HU�. y� 4, PPESCE � o x ... r--f' No. 32 , 01.29, •-•-� �► I' AL \ /� 0 �� -�O• S�� � � FLAGGED � + ti - , 4ROAD'IT PLALINTS tu- HE " ,(� f l Y DIRT WA-Y-- -- Fsstoo l a o cr b E .p6 3 ___xVELED o 5�59"E � x z X ��oss s01' IT x SITE PLAN Off' PROPOSED 7`'`°�.--x "� �- y�A 6 '�� TO�YN 8.D.fir 1 -- En TOAA PPT `� ��c VARIANCE. SEPTIC S YS'T�'M DESIGN .�-x-: STONE 1 WIDE �`��c ---�'-..:. . . .. .. of, cl?USH� 3' 4' ^ g PART i'IIl, SEC 1.00 _ LOCATED AT.' ............ kop cP' TO INSTALL A SEPTIC TANK LESS THAN X S al�n 45� 100' (91) FROM A WATI'R COURSE 065 SCR VICE ROAD D LOT 3 GRAPHIC SCALE` 40 0zo .� 8a �� OF PESCE ENGINEERING AssOCI TEs W, ST BARNSTABL�; MA. PREPARED FOR: P.O. 1BOX 321 RICK & KIRS TEN TA VA NO IN FEET > OSTERVILLE, Mom. `02655 i inch 40 ft CTOBER 24, 1998 PN.(508)428'3730 REV. FEB.. 9, 1999 anus Boer REV. FEB22, 1999 REV.. MAY 28, 1999 JOB # 51632A r , -x x ' DESIGN CAL CULA T.IONS.' WEST BARNSTABLE' EL.=_117 ?DP OF.WUNDATION r— 201fIN NUMBER OF BEDROOMS . . " 3 --=-- io' ar11V cONCRM COVF.�s GARBAGE DISPOSAL r. NO . • 4'SCf�:DULE 40 P.VC. • J02Y PHrH 1/8 PER FL 211.ArER of VENT TOTAL ESTIMATED FLOW EL- 116` - coNCR CavPrr r/e'-i/z' I10 GAL R DAY x - _ z'�F� 330 GAL/DAY s CHU - WASHED SMMNE ( ___- /B •/ ) RC6r STR�'E.7+ EL=114' -� ' • • • . . , EL-109' REQUIRED SEPTIC TANK CAPACITY 15D0 GAL 4' CAST-MV PIPE oR H 1 Ur�UAL1 207,7 ' • ' SOIL CLASSIFICATION . 1 4 PER FT DVT'ERT CLEAN SAND 9 d DESIGN PERCOLATION RATE 8 MIN• IN. . . FLOW LI1VE L.= 108.75 .' .66 / PINE tlo' 14; _10633' EFFLUENT LOADING RATE GAL/DAY/S.F. LOCUS 114:4' TOTAL LEACHING CAPACITY 356.40 c LEVEL a N ° ° a o° �� GAL/DAY gp� �7REET f Z.0• eo oe o0 0o a a oo a om o 000 IS , / oeo 84 9Y71-7 0 ooa a B LL•_1r3 s Evvs�rr/ e"sua� wvERT e 4'a a e ASHED STM e g °e,a e �ro4.s3' RESERVE LEACHING CAPACITY, 356.40 _ •GAL/DAY EL =r14.z' Et. rrz z EL.=11z' SIDEWALL (2TRENCHES (42.5' X V X 2 SIDES)(66)=224.4 GAL/DAY (TO as PLIC®ON PMV�) DISTRIBUTION 2.g' x 40 LEACH TRENCH BOTTOM.' (2TRENCNES)�4O X 2.5)(! 6)=132 0 GAL/DAY S l[BCXAA9CEILLP L10YPAClFD OR 8'OF STVNE BOX , d r50o . GALLONS 9E HATER rsTEn SOIL ABSORPTION 20.94 INSTALL SEPTIC TANK 1F MORE THAN ONE OUTLET SYSTEM (SAS) � ----r Y PLACE ON 6" 57VNE (2) 2.5 WIDE X 40 LONG ,X 2 PE P 1 PRO FILE O USGS ADJUSTED HIGH GROUND WATER EL= $3 m_i TRENCHES SEWAGE DISPOSAL SYSTEM OBSERVED STANDING WATER (meal. in well) ELEV.- 80.8__ \ LOCUS 11�IAP NOT TO SCALE IOIZ8/98 G OBSERVATION HOLE' 1 ELE'V.= 114.9' 'GENERAL NOTES PERCOLATION RATE_ � MIN./ INCH AT _4� INCHE:S OBSERVATION HOLE 2 ELEV.s 112.3' I PLAN REF. 529�17 DEPTH HO TEXTURE COLOR M07T. OTHER DEPTH HO TEXTURE COLOR NOTT OTHER r3 RES. ZONE. 'W 1) ALL IYOR"ANSHIP AND MATERIALS SHALL CONFORM TO REP O.s» A WOOD LOAM - A WOOD LOAN ASSESSORS MAP 153 LOT 37 TITLE 5 AND 17IE 7TIW1V OF RFACE DISPABLEOSAL RULES'.AND 6=-30' B LOAMY SAND IOYR7-6 <59 6=32' B LOAMY SAND 10YR7-6 �s � REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE THAN 0� 04 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 0'-156 C SILTY SAND I0YR8-3 PERC 2"-120 C SILTY SAND I0YR8-3 5x PERC FLOOD ZONE' C PTTMN,6" OF 1 IS= GRADE, OMERS WTFMN 12" AMED � COBB MIXED W coBB w � { / FEW PANEL # 250001 0015 C 3) ALL COMPONEM OF THE SANITARY SYSTEM SHALL BE CAPABLE OF NO GROUND WATER ENCOUNTERED NO GROUND WATER ENCOUNTERED AL / f / l _ DATED AUGUST 19, 1985 WITHSTANDING H 10 LOADING,UNLESS THEY ARE UNDER OR WITHIN / 10 FT OF DRIVES OR PARKING AREAS: H-2D LOADING SHALL BE ''�s f 9• \ 4 ANY MUSED SONARY UN= USED 7b BRING COVERS' TOER OR FF= 10 FT OF'DRIW OR A GRVADE SHALL DATE OF SOIL TEST S. 12/10/96 (TEST#P8822J ARNSTABLE ° ° BE MORTERED M PLACE OF $ 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH WTTNFSSED BY: EDWARD'BARRY T��r1� �ROR°R�Y f DEEDED OR ZONING REGULATIONS OWNER/APPLICANT N TO SOIL TEST DONE BY JOHN P. DOYLE' 0 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ` 001413G �O �� , s 6) UTILMS SHOWN ARE APPROXIMATE ONLY, EXCAV4770N C0N7R4C7OR IAT LS TO CALL "DIG- SAFE' AT 1-800-322-4644 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE FLAGGED 7) CONTRACTOR H 719 VERIFY GRADES AND ELEVATIONS AS WELL A5 1 8� SITE CONDI770NS PRIOR TO COMMENCING WORK,ON SITE ' � � 8) PARCEL LS.IN FLOOD ZONE_C" 9) LOT N SHOWN ON ASSESSORS MAP _153 AS PARCEL __73 NOTE.' WORK LIWT LIME TO BE ESTABLISHED � WITH INSTALLED 'SILT FENCING. YF CG q 0.0 joT / J �y 68.47 I�15 ��� ✓ / j Y o '/ l S06 42 35 / / / FSE2°°�� O 9 �_ o Jw��,51 oy /T'� GE -----__ ° �V c� .'� �/ 6 O --/ _ 116_ 6 OSED � Ll' // , 41 ® gAS� '� • 61p f,/�� o o ` = _ 1 i�A pR°p_.. �j / ,�. o' ,��'' ' li/EJ // o / DEC 1 TER X o ,4TA 1 2 36, _ : �'_� / / ,p2' GAR. 'p5En moo SLAB P pP. 2�2 I I "t . "too O Ae G°t\• 010 O - / / 1 �.: ...... 3 9EUR0 0 /15 x � \ r � pORC� / /•ol°°•27 P� bc� 0 101 26 F� V EA g4,O �t 2 : ,' // \ \ \toy IIo QF',' \__i `moo / i s � N pf `°', Cj 013i \ 10 �a i _ _ -_� _ �� g ED'NARr L. �,\I v - S10*07 21"W �_ 201.29' — _ _ - -_ _ -—` FAGGED �— 1_ . . r '�U` .320 '`ta 92001 N /__ - ROAD» __ 91' \ l / _----------- -.,THE PLAINS NA lz ___oWly_ _-- ---- $ m N g`� ood i3a EDGE �� �'i 40 TR VELED _DIRT__WAY o- 6�?�, �sEloo! o w a N - �--L ' °°ls 4- ,SITE PLAN OF PROPOSED 75•°°_—� g h �� � TO WN E..0.h'_ �9�.�'59 E �� °6�� VARIANCE SEPTIC SYSTEM DESIGN o w PART VHI, SEC 1.00 LOCATED AT.' — ,000� TO INSTALL A SEPTIC TANK LESS THAN A,- � e � 100' (91) FROM A WATER COURSE o T s GRAPHIC SCALE 4° 1065 'S'-�P VICE ROAD L° 40 20 40 80 160 � � ��9°F � PESCE ENGINEEPING � ASSOCIATES WEST BARNSTABLL; MA. Jx= P.O. SOX 32I PREPARED FOR: ( IN FEET ) OSTE[�VILLE, MA. 02655 RICK & KIR,STEN TA VA NO nROlO 1 inch = 40 ft. PN.(508)428-3730 OCTOBER 24, 1998 ROLE ROCK JOB # 51632