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Home My WebLink About64 & 70 BAY STREET - Health 64 & 70 Bay St,rC-Sr- A=117 - 31, 3Z, 33 'I 4-f 0 1 'ti -tom > 5`� z.� a t _.� ! c r F s syY w� �, J's, � c" � (`y ;• fi V� ri 1 die 0 `} .. t ah r' 4 'Y a> �. ia .+b.Rj. • C b c A �� a ! Lq yam"•% �t,t,y 1C, yf. zh alb Nit q rb 9aq k 44 Commercial.Strset.E -i fRaynham, MA ' 02767 �V 1 ,7 `•-Tei:`(508) 880-0233 Fax: (508) 880-7232 --. �?s iu February 11, 2005 "' 3 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: 22706 Attached please find the Field Inspection& Service Report for services performed on 02/08/2005 at the property of Marianna Chaikovsky located at 64, 70, 82 Bay Street - Osterville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Marianna Chaikovsky Massachusetts DEP LF�JjMassachusetts Department of Environmental Protection l Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2480 A. Installation Important: Marianna Chaikovsky When filling out Owner forms on the computer,use 64, 70, 82 Bay Street only the tab key Facility Street Address to move your Osterville- 02655 cursor-do not City use the return y Zip key. Mailing address of owner, if different: 9 Wendell Street Street Address/PO Box: Cambridge MA 02138 City State Zip (617-354-5180 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham . MA 02767 City State Zip (508)—880-0223 ext. Telephone Number William Everett 8564 Certified Operator Name Certification Number C. Facility/System Information 22706 Bio-Microbics, Inc. MicroFAST MicroFAST .5 DEP ID Manufacturer's Name&ID Model Name&Number 11/05/2004 Installation Date Start of Operation Approval Type: X General _Provisional _Piloting _Remedial Seasonal Residence—used less than 6 mo./year:_Yes X No D. Operating Information 02/08/2005 Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: N/A Odor: None Effluent Description DEPMicroFASTnew.doc•2/11/os Page 1,of 2 L'I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2480 E. Sampling Information Samples Taken:_ Influent _Effluent Parameters sampled:_pH_BOD_TSS_TN Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Cleaned Filter„,Splash Recycle, Notes and Comments: Also tested: F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. William Everett 02/08/2005 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use by September 31 s'of each year for the within 30 days of inspection 301h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6'' Floor Boston. MA 02108 - DEPMicroFASTnew.doc-2/11/05 Page 2 of 2 C2 I N C 0 R P 0 R A T E 0 8450 Cole Parkway Shawnee, KS 66227 Phone 913-422-0707 m Fax: 912-422-0808 2480 e-mail: onsiteabiomicrobics.com www.biomicrobics.com m 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER.: 64,70,82 Bay Street Installation Address Osterville,MA 02655 Name Wastewater Treatment Services,Inc. Owner Name Marianna Chaikovsky Street Mail Address: Mail Address 44 Commercial Street 9 Wendell Street Raynham, MA 02767 Cambridge,MA 02138 City State Zip 508-880-0233 508-880-7232 Phone 617-354-5180 Fax e-mail Phone Fax e-mail ::INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 22706 11/05/2004 EQUIPMENT .F' YES y 'NO: ' MAINTENANCE PERFORMED AND COMMENTS,'-` Electrical Panel(s) Visual Alarm Operating X Audio Alarm Operating X if resent) Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear . X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow 4 Bedrooms H Standard Units) Color N/A Temperature Odor None Comments: TECHNICIAN SERVICE DATE William Everett 02/08/2005 WNo. ----------=--- Fee ---- ---------- BOARD OF HEALTH TOWN OF BARNSTABLE zppricationArIveri conotructionpermit Application is hereby made for a permit t Construct (Alter ( ), or Repair ( )an individual Well at: Location — Add Assessors Map and Parcel w er A ress -ll�_- �-- - _----- -- ------ - Installer — Driller Address Type of Building Dwelling ------------------------------ Other - Type of Building---______—___________ No. of Persons------------,------------------------- Type of Well---- ---V --- Purpose of Well---- `l-'L-i� ------------ 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 Co pliance has been issued by the Board of Health. Signed - --�--�� - &dae n Application Approved By61— - -- -- --- _ Application Disapproved for the following reasons:--------------------------- - ---—---- �l date Permit No. /,�vo —� - Issued — - - ---------_—___---- da BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (COMPhante THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) y Installer at- --- ---- -- -------—- - ----------------- --- 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. ----------- -----Dated----- -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector--------------------------------------------------------- No."`'`-------------- Fee -5------=—/ BOARD OF HEALTH +' µ TOWN OF BARNSTABLE 0.pplication,forlVell Con5tructionpermit Application is hereby made for a permit t Construct (V); Alter ( ), or Repair ( )an'individual Well at: rye.y -z' ---- ;! — Assessors Ma and Parcel , ovation .Address.• Map and yVqOwner A4dress Installer — Driller Address Type of Building Dwelling �_'� -— ---------- Other - Type of Building---- -------, No. of Persons--------------------------- T e of Well /�—P v C--- " �� Capacity Purpose of 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 Co pliance has been issued by the Board of Health. .G Signed it / 4 _ b �.d tag Application Approved By date J Application Disapproved for the following reasons: --------------- ------- date --- Permit No. =� '' — Issued � r—--- r--- date t BOARD OF HEALTH TOWN OF BARNSTABLE (certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by------------ ----- - __ - -------------- ---------------------------------------------------------- i Installer at- -- ----- --- -------— -- - -- - - - -- ------ 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. ------------------Dated'----- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- ----- — - -- Inspector--- ---- -- ------- --- r BOARD OF HEALTH TOWN OF BARNSTABLE well �on�truct ion hermit --- -- No. ------ ---T- � Fee Permission is hereby granted— LL M Ff5—(I - --- ---- -- — I to Construct ( X, Alter ( ), or Repair ( ) an Individual Well at: No. ----------------------------- Street as show' o t e appli tion for a Well Construction Permit No.-- _ _ � — - Dated-- `"r- —" --- - ------------- ------------ DATE r t �,B/bard�of Health ---�� /�`J --- tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down Clapp engineel, 4f civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala,P.L.S. land court Timothy H.Covell,P.L.S. surveys site planning August 26, 2003 sewage system designs Thomas McKean, RS, CHO inspections Barnstable Board of Health 200 Main Street permits . Hyannis, MA 02601 Dear Tom: On August 21, 2003 Down Cape Engineering, Inc: performed a soils removal inspection and on August 26, 2003 Down Cape Engineering, Inc. performed an inspection/as-built of the septic system at 64 & 70 Bay Street, Osterville. This is to certify that the septic system was installed in substantial compliance with the approved plan. If you have any questions, please do not hesitate to call me. Yours truly, Arne H. Ojala, PE, PLS. Down Cape Engineering, Inc. cc: Bortolotti Construction °Ft�ram, Town of Barnstable anxxsrnaLe, Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. September 6, 2002 Arne Ojala, P.E. Down Cape Engineering, Co. 939 Main Street Yarmouth, MA 02675 u F E � 64y&7® Ba` Street Os eruille A 117 3'! Dear Mr. Ojala: You are granted several variances on behalf of your client Ivan Bereznicki, to install an onsite sewage disposal system at 64-70 Bay Street, Osterville. The variances granted are as follows: Part VI11, SECTION 1.00: To place a septic tank 78 feet away from a vegetated wetland, in lieu of the minimum separation distance of 100 feet required. Part VIII, SECTION 9.00: To place a soil absorption system in an area where there is not four (4) feet of naturally occurring pervious soil present above the adjusted high groundwater table elevation. The soil must be replaced with clean sand (fill) in that area. 310 CMR 15.212: To utilize the wetland elevation as the high groundwater elevation, in lieu of the requirement to use the Frimptor Method of estimating the highest groundwater elevation. These variances are granted with the following conditions: (1) Both dwellings shall be connected into the proposed innovative/alternative nitrogen reduction system (microFast system) as designed. The onsite sewage disposal systems with I/A technology Bereznicki i shall be constructed in strict accordance with the revised plans dated August 25, 2002. (2) The designing engineer shall supervise the construction of the onsite sewage disposal systems with I/A technology and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated revised August 25, 2002. (3) Both the septic tank and the distribution box shall be factory water- proofed as proposed. (4) A total of four (4) bedrooms maximum are allowed at this property. No more than three (3) bedrooms are authorized in the proposed new dwelling and one bedroom in the "guest cottage." Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are' considered "bedrooms" according to the MA Department of Environmental Protection. (5) The basement "playroom" shall not be enclosed. It shall remain open to the stairwell as depicted on the plan. This room shall not be utilized for sleeping by any persons. (6) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in restricting the two dwellings to a total overall maximum of four bedrooms. The deed restriction shall be properly worded and signed by the owner of the property. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a building permit. The variances were granted because the old septic system was located in close proximity to the wetlands and groundwater table. It could be argued that the new replacement system may alleviate a source of pollution to the wetlands and groundwater in this area. Sinc,Irely your , ayn Miller, M.D. Chair an Board of Health Town of..Barnstable Cc: John Norman Bereznicki SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items.1,2,and 3.Also complete A. Received by(Please Print Clead Date of pe item 4 if Restricted Delivery is desired. 00 7 ■ Print your name and address on the reverse so that we can return the card to you. C. Si nature ■ Attach this card to the back of the mailpiece, A Agent or on the front if space permits. X �� A-0 e D. Is delivery , ress different from item U 3 1. Article Addressed to: If YES,enter delivery address below; ,o /_//. _ _An ey. _ __._ 0/ 3� ServyzType Certified Mail ❑Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 41 Restricted Delivery?(Extra Fee) .-❑Yes ��rticle Numbs _ �r—oriv,�� a � � f __(Transfer fro s'—^eivice labs t l [t ?0�2 t 0 8 6 0 0 0 0:4 6 PS'Porm 1�; '%AA d301 D tic Return Receipt 102595-01•M-1424 ry UNITED STATES POSTAL SERVICE�y'E h.� ��` 'First-Class Mail"'-' .`� ,`1 -- 'Postage&"Fees Paid 7 �- USPS Permit No.G-10 — ' '� • Sender: Please print,,-,yc�ul ame, address;-and ZIP+4 in.thisbox• -, m Down CZP Engineenriq, Inc. 939 Win St. SL ite G Yarauth Port, MA 02675 ,y COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A R eive by( ejse Print I arty) B. Dat of Deliv ry item 4 if Restricted Delivery is desired. �J` ■ Print your name and address on the reverse so that we can return the card to you. C. ign re ■ Attach this card to the back of the mailpiece, ❑ gent or on the front if space permits. d ressee d D. Is livery addres different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 3. �Se�rvi pe 0-Certified ertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise �/ �i►' V' [ ❑ Insured Mail ❑C.O.D. v 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) , 7002 0860 0004 6024 319 2 PS Form 3811, M� h'2001 'f '" „ +r,+ : , `, Domestic Returri Receipt 102595-01-M-1424 I rM UNITED STATES POSTAL SER "' First-Class Mail �` Postage&Fees PaidLISPS s� Permit No.G-10r • Sender: Please print your name, address, and ZIP+4 in this box • ! a :II Down Cape Engineering lno. �I 939 twin St. — Suite C Yarmouth Port, MA 02675 i� 6 ,��..,'"7�r;e.�.-ac-.� ff911,111�11111►I,III:ICI,1:{IIIIIIIli2i41111a11i111111111111i }� [ TOWN OF BARNSTABLE LOCATION `°/ 70 ✓� SEWAGE # VILLAGE �✓ e��e/ L ASSESSOR'S MAP & LOT, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �/� O U% D/� (size) NO.OF BEDROOMS_ �1 BUILDER OR OWNER PERMrrDATE: gl7/A3 COMPLIANCE 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 leaching facility) Feet Furnished by i 9awe ,8 b 6 z- - r A- 3 4 A-3 5-7 6 �: 7,57 o74 33 41 ull d, No. 2-3 THE COMMONWEALTH OF MASSACHUSETTS FEE �1 BOARD OF HEALTH v — OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit toConstruct ( Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components l Location Owner's Name -3 t �, 'Map/Parcel# Address D 1 Lqt# Telephone# Installer's Name Designer's Name ess / / / // / esy�j �ddr7 7 Teleph one# - 'Telepl;ong# Type of Building: Lot Size 7"i / Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(mi r� fired) 0 gpd Calculated design flow (WP gpd Design flow rovided�gpd Plan: Date � Number of shee Revision Date �d'79 Title Description of Soil(s)_ t Soil Evaluator Form No. Name of Soil Evaluator ltllfli' T SQ r,+ INSTALLATION AND CERTIFY IN 1 RITING DESCRIPTION OF REPAIRS OR ALTERATIONS -rum ., SYSTEM WAS INSTALLED w v -ii,P o 9 TORN. 3.F The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE S and further agrees not to ice the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date eKlzlle -3 Jaspections Ejgn�e��,Z puw� ojq� FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 •.R, 1 : �,. tom/ _ `' ` -'<+ei... • t • N �Z3 , T�H•E COMMONWEALTH OF M`ASSt4CHUSETTS x`- FEE 2 E " BOARD OF HEALTH y4r'r r OFf - '' -�APPLICATION•FOR'DISPOSAL SYSTEM CONSTRUCTION`PERMIT Application for a Permit to'Construct (A Repair Upgrade Abandon ( ) - ❑Complete System ❑Individual Components f"2a' _'Ag S�r" ��TCrtvi�-c.+G i�Ow� tJX�✓c Z A, c Cc i 3r r Location Owner's Name Map/Parcel# Address 1 r� L t# ' Telephone# * Installer's Name Designer's Name —�r tell Telephone# r TelejW0. # Type of Building: rw;J i Lot,Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures r_ Design Flow(min.r uired) V gpd Calculated design flow ��d gpd Design flow provided gpd Plan: Date r Number of shee Revision Date Title u Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator VIA&v Aft"A Date of Evaluation" Y •17S DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the.Board of Health. Signed r2� Date r 1z1k3 Rio ��iVI ` 1 • �/'- 7 ��r� ns �i w RY✓ FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 f i 123 THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) brGomWtesternThe undersigned hereby certify that the Sewage Disposal System;Consttructed( red( ),Upgraded( ),Abandoned( ) by: lr�r/f��t 1l at -7 d /�G�-i S� ��,�,�-IV LG( has been installed in accordance with the provisions of 310 CMR 15.00 Title 5) and the approved design plans/as "•-built� '� plans relating to application No.�ddated Z " 'U Approved Design Flow 9 r�(gpd) i - Installer Designer: Inspector Date 2� G The issuance of this certificate shall not be construed as,a guarantee that the system will functi ,s",td srgned. 1/0 FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM No.7.OV � THE COMMOIVWE LTH OF MASS,ACHl1'SETTS nBOARDI OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ((/Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 6q 1F7 (30, Sd as described in the application for Disposal System Construction Permit No.-7,4y '/Z 1 dated z r Z-7 —0 Provided: Construction shall be completed within three years of the date of this it.A local con it' s must be met. Date �- �� {. Board of Health FORM 2 - DSCP DE,'t- APPROVED FORM 5/96 1, r FORM 1255 (REV 5/96) i&W HOseSa WARREN TM PUBLISHERS- BOSTON �n r DEED RESTRICTION WHEREAS, Marianna Chaikovsky,Trustee of. the Meadow Lark Bay Nominee Trust under Declaration of Trust dated September 18, 2000 and filed at the Barnstable County Registry of Deeds as Document No. 811,284, of 9 Wendell Street, Cambridge, MA, is the owner of real estate located at 64-70 Bay Street,Osterville,Barnstable County,MA(hereinafter referred to as "64 Bay Street"), and being shown on Certificate of Title No. 159091 duly- recorded in Barnstable County Registry of Deeds as Document No. 811,285; WHEREAS, Marianna Chaikovsky,Trustee of the Meadow Lark Bay Nominee Trust, as the owner of said lot received a variance from the Barnstable Board of Health dated April 19, Q 2000, to install a subsurface septic system. Said variance allows a total of four (4)bedrooms U' on the subject real estate. Any increase in the number of bedrooms would require Board of Health approval. This deed restriction is for a public purpose within the meaning of Sections 23-26 of Ch. 184 of Massachusetts General Laws and is for the benefit of the inhabitants of the Town of Barnstable. This deed restriction applies to the owners and their successors in title. Meadow Lark Bay Nominee Trust BY: Mari nna Chaikovsky, stee COMMONWEALTH OF MASSACHUSETTS BarrtsEal3le, ss. "��i��r.� `� , 2000 Then personally appeared the aforementioned t,Jariawia Chaikovsky, Trustee of the __. -_Meadow Lark Nominee Trust, known to me-to be the person who executed the foregoing _ document and,acknowledged the, same to be her free act 'deed its Trustee of the Meadow Lark Bay Nominee Trust, before me, ARDITO,SWEENEY `,. ....... 3TUSSE, ROBERTSON 8 DUPUY, PC ATTORNEYS AT LAW NEST YARMOUTH,MASS 02673 My, bThAK mission expires: � ' BAR. __�. , (508)775 3433 REGISTRY C;=C EfED5 ATRUE ATTEST - - � r'r. M CRUSHED STOt S ; TERRACE s. la b STORAGElTTTT xw.. .F I I r Oi at :r a LAUNDRY PLAYROOM { , GO 00 r,T I k I a P -. � Y A MBCSANYCAL Ivan Be�eznick-i'Assc:... Inc. :irelat NTS j AND Tel:(617)354-5188 Fax:(617)8G8.5764 STORAGE Y 70 Bay St. Ostr. v(lle U - � b , z ,v DESIGN SKETCH ONLY-NOT � -G C .Na^TRUCTIOP7 N cr H kC i• m 1 t ' •. F i 1 i yll • #I�,��.^..I Y�It If4 kiY}lil: 3 .'{ Ve { r `\I i GARAGE r 11 oONBLUESTONE Q I PAM as IKITCHENi y{ (gyON p to -- ----- -- � I 91 ` a7 a i Ilse It I , DN ` `° 8CREENBD II , DrNWG ` PORCH i 1 I i,• ON lif ------------ I o I ) W II Y = LIVING ROOM I �NGLENOOhC Ivan Bereznicki Assoc. Inc. Scala: 13t5 N I I Tel:(617)854-5188 w Fnr:(617)8M-5764 dale LLJ j j 70``Bay St. Osterville Z Ut.tt.N i.il(ETCH QNLY•NOT FOR CONSTRUCTION d H - vM-C-TDp CoG`S DSK- �s F a rill :y! mt- DN ��z r . �. �rrr I,r tr tdh }, j p LU ('3 1.. .Q • I•l G.�.ii� I }•I' tk r a f' N �,+# N O o Q BEDROOM n ; N Ln tt OD cn 'D co (D ! DECK %r � •4 r� � c ' li i 7 H {r.t�� i BEDROOM s k r .., } % • x Mkt: U a Sq Ivan Bereznicki Assoc. Inc. scale: Nam, ~' Tel:(617)354.5188 W Fax;(617)868.$764 date: 7j - ZD UQ MASTER BEDROOM N 70 Bay St. Osterville wuj UCS INS 1rk7 H ONLY•NOT FCR CONSTRUCTION i j 1�e+GoND f L&O(A. �f► ,,1 ,�4 N5N5A5� 1 z w I i;, ;� . SENT BY: BORTOLOTTI CONST; " 5084289399; AUG-31 -05 16:08; PAGE 1 31-AUG-05= 01,18PN FROM-JREIGPROD�`` +1'J06880T232 T-�3A P.01/04 F-8d4 44 Commercial Street-Raynham, MA 0276 rele: 508-880-0233 Fax: 508-880-7232 Fax Cower Sheet T, DO DATE: August 31,200 AfY'TN: �JJ�/� FAX; : 508-42 9399 r OM: Bill Everett S i SUBJECT: 64,70,82 Bay Street TOTAL PAGES: A (I cludiug Cover) Ostervllle MA i is t 7P "3'" i SENT BY: BORTOLOTTI CONST; 5084289399; AUG-31 -05 16:09; PAGE 4/4 31-AU6-4 01,1?PM FROM-AMPROD +15008007232 T-J39 P.04/04 F-644 rA ICROBICS , ' IMQopPOtiATEO 6450 C�le Parkway ■ Shawnee. KS 66227 ■ Phone 913-422-0707 ■ F x: 91 -422-0808 e-mail- v weeeer.ttl,0mlc►obies,00rn■800-7 3-F 3278) PRODUCT REGISTRATION P RT Product Registration Report must be completed and returned to Sio-Microbics, Inc.in der to effect warranty. Date ofitart-Up_/),T-6/4—/-Date Ship2cd to End User 8/25/03 Sefial 122706 NAME Mariana Ctiaikovskya ADDRESS 64. 70, 82 Day Street CITY/ST TE/ZIP Osrerville,MA 02655 PHONE! AY NAME R; Wa.swwaur Treatment Services,Inc. ADDRESS 44 Cotrmtercial Street CITY/S TE21P )8a MA 02767 PHON AX 509-880.0233 FAX: 508-880-7232 ..t. ,: ::i�+aKi.�.G• e. .'a= �7•' ... �'x1�3P= a_ _`adfl'.. :rai6:.11"ate:{:21G NAME Bottolotti Construction ADDRE S P.O.Box 704 CITYISTIATEMP Marston Mills,MA 02648 PHONEIVAX 508428-8926 •� ,. • G B:{tom '' 'i;;'^;`�iy�=' - NAME Dowry CVw E ADDRESS 939 Main Street CITY/ -TEMP Yarmourk MA 02675 PHON AX 508-362-4541 t Good Bad NA I Good Bad NA ELECT F lCAL PANEL(S) TREATMENT UNIT(S) Vlsu I Alarm Operating 2-f ❑ ❑ Air vent dear !� ❑ Aud ' Alarm Operating [) ❑ Septic tank level 9/ ❑ BLOWE, (S) Septic tank meets min.siie (1� ❑ Wlr for correct voltage Q Septic tank filled 0 ®/ ❑ operating levi 0 Inle utlet piped correctly ( O Air Lift Operation ! Q Filte,element installed ❑ Recirculation tub in plank Gy ❑ Bta++ r hood secure M/ ❑ Fasteners tight i ❑� ❑ Blo " r worRs correctly WATER-TIGHT JOINTS Blo ` r located within 100' of Treatment unit to septic Clink p atment unit Air I'.a clear ®' ❑ Entrance tube to nsert Over 9," O O Alr I let screen clear ❑ Insert to insert cover (� ❑ Blo v er hood vents clear ❑ Discharge line co nnectio6 [� ❑ I Factory kkuthorized Personnel: A U Trde: Firm: Vastewater Treatment Date; i i P. 1 COMMUNICATION RESULT REPORT ( AUG.31.2005 4:23PM ) TTI BARNSTABLE BOARD OF HEALTH . FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE ------------ ------------------------------------------------------------------------ 970 MEMORY TX 9508e624713 E-3)3) P. 0/1 --------------------------------------------------------------------------------=------------------- REASON FOR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION BENT BY: BORTOLOTTT CONST; 5084289899; AUO.31 -05 ie:09; PAGE 4/4 81-AUS-0 ; 01t19V FR*-J RENBPA00 +160880flTY88 T-69 P,04/04 F^644 ! IiraoRPoeatEa 1 8450 C fe Parkway■ Shawnees Ks 66227 a Phone 913-422-0707 F : 81 -422-0808 ema;i: ■a ■o04.7 3-F 3278) PRODUCT l�GISTRATION RT P duct R091stre#'ren Report must be completed and returned to Sio-Mierebics, no,in der to effect arerranty, Date of test-U 6/0-Date Shipped t4 End Usti arda1 22706 NAME t Mariaz�Cho A R 64 70. 82 8a 1gol CITY/81rhTgop 08LClVale,MA 02655 FHCNE/ NAME r �Vtusws�rlYeaSe ae9,lae. 1 '�� A '�• w�.c IIDD E 4 ' meat CIT / TEIZIPMA H 02761 HON A!C JOB-88 O233 I: • S08.880 32 ANlE �,_F ,. _i �,�• ,u,�,,. t ADDRE a P.O.Eo%704 /a x821P AtMgm bffll&MA MUS i PHONE AX 508�289 NAME D I bvUa !39 Msta CITY/ TE21P Yatmp , 02675 - SENT BY: BORTOLOTTI CONST; 5084289399; AUG-31 -05 16:09; PAGE 3/4 31-AUG-Of 01:17PN FROkHRENGPROD +15009807232 T-038 P.03/04 F-644 I T�is is a two-year contract which will be billed annually. All pay monts are o -refundable_ OWNER's fa lure to pay invoices promptly or to otherwise comply with this contract ma result i�suspension of s#vice,cancellation of contract and/or nullification of warranties,at the electi n of S. This a eement is not assignable without the consent of WTS and will remain in fa until canceled by either p�y through written notice. 4NUFACT'URER MODEL NO. NO. LOCATTON AL RAIE Bid-Microbics MicroFAST OIX Osterville,MA IS390.00 E N?O NE / ater rea ex i9L Inc- own igned OF - �s�Pa-B�eMieki- /dti ;14- k0i 4` ldress: + 44 Commercial Street 64t�nd 70 Bay Street sty+ &y t Raynham,MA 02767 Tole: (SOO)880.0233 �Cjty: _ State: Zip: Fax:(508)880-7232 j Orville MA D2655 j *T lephone: /Vc1y ff T Effective Date ofAgreement 'Dhytime Telephone — _ I O R understands that(1)ANNUAL RATE payment is for one year only o this o year agreement anr,'eFkSP on-refundable;and(2)Current law requires OWNER to maintain a se ice ag ement for the life of Sys I IIAVE READ AND UINDERSTAND THE FORE INpis- G, "Sinned by OWNER: p i s(p SE CHECK ONE (X )GENERAL O REMEDIAL O pOV1SIONAL eS CIAL CONDITIONS PER LOCAL BOARD OF HEALTH(y)or(N)if ES,pl a attach copy of pertit V ' ACC t for testing: No Testing Required Operator assigned: William Everett Tel0hone: (508)400-3969 *Engineer; Down Ca;e Engineering Jq i),W,3B- 7 3S" J $ o i yi} Ili SENT BY: BOATOLOTTI CONST; 5084289399; AUG-31 -05 16:09; PAGE 2 31-AUG4 01:16PM FROM-AMPR00 +15088807232 T-�39 P.02/04 F-644 �aateu�tte� �neetilrre�t r�e�,�% .�it� 44 Commercial Street Pl�se comple[e all iums marked• Fiaynham, MA in uding three signatures. Mail 027fi7 31 c4 original oonvac[IQ: srewarcr Services Inc. Tsl: 5 08)t390.0233 d CammercitiL[reel 2767 Fax: (508)880-7232 i INSPECTION A ND EFFLUENT TESTING 6GREEIUM c 1; reement entered into by and between Wastewater Treatment Services,Inc.(here n called WTS)and 1k FAST*System OWNER(herein called OWNER)for the inspection by VVTS of er[ain equipment of OWNER which is described below, l on acceptance of this agreement at WTS's office,WTS will render the following s�rvices only: F�ql.` uipment will be inspected at le t 4 times per year that this Agreement rem a ins in fect,with the first i[�spections begimling '.S'e These inspection will include: 1) Testing of the sludge depth in the septic tank, 4 1) Inspection,power testing and clean/replace intake filter of the air blower. 15 Inspection of the alarm system: h) inspect overall condition of FAST*System. Notification to OWNER of any problems encountered. 1 ') Service other than routine maintenance'wUl be billed at an hourly rate,plus travel and parts. I *TS shall notify the local Board of Health avid Department of Environments Protec ion in writing �ithin 34 hours of a system failure or alarm event including corrective measu es that�ove been taken. V: e OWNER will be billed standard WTS charges for any parts used in repairs o maint inanee. Any ditional labor time will be billed to the OWNER at standard labor rates of S74.00 y er hour. mergency service between regular inspections will be provided at standard 1 lbor rat s during normal usiness hours; at time and one-half after 5:00 PM and on Saturdays;and at uble t' a on Sundays and olidays. Emergency service charges will include a minimum four(4)hours f taborplus standard S charges for parrs,plus mileage and travel charges. The annual rate inc! es rottine maintenance, L Lut does not include repairs required for damages caused by abuse,accident, eft,a of third persons, es of nature,or alterations made to the equipment. WTS shall not be res onsible for failure to render to agreed services if caused by strikes, labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. bWNER understands and agrees that WTS is not responsible for special, in ideriml�r consequential barrages,including loss of time, ittjury to person or property,or equipment f ilure. t OWNER agrees that WTS may enter OWNER's property and have accepts le aec s to all areas leerned by WTS to be necessary or appropriate for WTS to perform its duties here i der. 1 3' X FROM :down cape engineering inc FAX NO. :15083629880 Aug. 30 2005 03:53PM P1 P 9 9 9 • Town of Balrnstable Regulatory Services . ,. Thomas F. Geiler,Director • annraerAK& • 6 .� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: O j Sewage Permit# Assessor's Map\Parcel Designer: Installer: Address: Address: R On was issued a permit to install a (date) (installer) septic system at "+ t'1 A&41 '>f . based on a design drawn by (address) ' dated 1 - 6\7-41 o S, (designer) 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State.& Local Regulations. Plan revision or certified as-built by designer to follow. ARNE H y� (Installer's Signature) oiAi_A '� CIVIL N No. 30792 • SSA (Designer's Signature) (Affix De81 p Here) PLEASE RETURN TO BAR.NSTABLk:__>' BLIC - 11EALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY-THE-BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 1-26-04.doc TOWN OF BARNSTABLE �FTHETD e"Q� wo OFFICE OF i HARISTAIM i BOARD OF HEALTH MAO& aj 00 1639 367 MAIN STREET o MAY HYANNIS,MASS.02601 October 6, 2000 Arne Ojala, P.E. Downcape Engineering 939 Main Street Yarmouthport, MA 02675 RE: 64 & 70 Bay Street, Osterville Dear Mr. Ojala: Your request to remove Condition #4 regarding a deed restriction requirement.in the variance letter dated April 19, 2000, is not granted. The deed restriction is required in order to limit the property to four (4) bedrooms to the present property owner and all future owners. A total of four (4) bedrooms was proposed when the variances were requested. The septic system plans were designed specifically for a total of four bedrooms maximum. However, in the event town sewer ever becomes available to this property, it is understood that such a deed restriction will be null and void. The deed restriction may be worded to include language to that affect. Sincerely yours, lam- Susan G. Rtisk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs bay tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design September 18, 2000 Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Thomas McKean,RS Daniel A.Ojala,P.L.S. surveys Barnstable Health Department 367 Main Street site planning Hyannis,MA 02601 Re: 64& 70 Bay Street, Osterville sewage system designs Dear Mr. McKean: inspections On behalf of our clients, Ivan Bereznicki and Marianna Chaikovsky,we hereby request to be placed on the upcoming Board of Health meeting agenda to discuss the permits modification of a current variance approval for the above-referenced site. I understand that the next meeting date is October 3. Thank you. h Sincerely, &IV Sarah B. Ojala Down Cape Engineering, Inc. cc: I. Bereznicki and M. Chaikovsky Atty. Matthew Dupuy Jot_ _ REINED S E P 2 0 2000 TOWN OF 6AANSPl o�mu� d tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape eagineeriq civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys September 18, 2000 Ivan Bereznicki site planning Marianna Chaikovsky 9 Wendell Street Cambridge, MA 02138 sewage system designs Re: 64 & 70 Bay Street, Osterville inspections Dear Ivan and Marianna: A public hearing has been scheduled for the Barnstable Board of permits Health to discuss the modification of a current variance approval for the above-referenced site. Said hearing will be held at the Barnstable Town Hall on October 3, 2000, at 7 pm. We would advise confirming with the Health Department the date and time of the meeting. Sincerely, t Sarah B. Ojala 31—OL Down Cape Engineering, Inc. �!¢ cc: Abutters kFI E0 filet S EP 2 M' Barnstable Board of Health ' 0 2000 HEAL�G!P,?VOFBggNSj ' � 'HDEPT� s+ TOWN OF BARNSTABLE WQ OF TH E Taw G y� OFFICE OF BAH39TASL BOARD OF HEALTH MAO& �p 039. \0� 367 MAIN STREET HYANNIS, MASS. 02601 April 19, 2000 Arne Ojala, P.E. Down Cape Engineering, Co. 939 Main Street Yarmouth, MA 02675 RE: 64 & 70 Bay Street, Osterville Dear Mr. Ojala: You are granted variances on behalf of your client Ivan Bereznicki, to install an onsite sewage disposal system at 64/70 Bay Street, Osterville. The variances granted are as follows: Part VIII, SECTION 9.00: To place a soil absorption system in an area where there is not four (4) feet of naturally occurring pervious soil present above the adjusted high groundwater table elevation. The soil must be replaced with clean sand in that area. 310 CMR 15.212: To utilize the wetland elevation as the high groundwater elevation, in lieu of the requirement to use the Frimptor Method of estimating the highest groundwater elevation. This variance is granted with the following conditions: (1) The engineered plans shall be revised to include an innovative/alternative technology system which would be designed to reduce the nitrogen loading in the effluent material. (2) A total of four (4) bedrooms maximum are allowed at this property. No more than three (3) bedrooms are authorized in the proposed new dwelling and one bedroom in the "guest cottage." Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are ivan considered "bedrooms" according to the MA Department of Environmental Protection. (3) The basement "playroom shall not be enclosed. It shall remain open to the stairwell as depicted on the plan. This room shall not be utilized for sleeping by any persons. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in regards to the maximum number of bedrooms allowed at this property. The deed restriction shall be properly worded and signed by the owner of the property. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a building permit. The variances were granted because the existing system is located in close proximity to the wetlands and groundwater table. Thus, the new replacement system may alleviate a source of pollution to the wetlands and groundwater in this area. Sincerely yours, Susan G. Ra4 R.S. Chairperson Board of Health Town of Barnstable SGR/bcs ivan tel.(508)362-4541 ,939 main street rt 6a" fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L..S. Daniel A.Ojala,P.L.S. land court April 2000 surveys Thomas McKean,RS, CHO site planning Barnstable Health Department 367 Main Street Hyannis, MA 02601 sewage system designs Re: #64 and#70 Bay Street, Osterville inspections Dear Tom: permits Enclosed are revised plans for the above-referenced site, to be included for discussion purposes at the scheduled hearing on April 10. Plan#1 shows a 4 bedroom design for the dwelling and guest cottage. The variances requested for this revised plan have been reduced in number from the originally filed plan. Plan#2 shows 2 separate systems - one each for the dwelling and cottage. Again the variances have been reduced in number for this revision. We have been in contact with Brian Dudley of Lakeville DEP in regard to clarification of the definition of"shared system". He in turn talked with Marsha Sherman,Director of the DEP Title 5 Division and received word that the definition in the regulations is worded incorrectly. The situation that we show on plan# 1 would not be considered a "shared system", due to the fact that the ownership of the entire lot and buildings is of one ownership. We welcome the chance to discuss these 2 plans at the Monday hearing with the Board of Health. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Ivan Bereznicki Peter Sullivan, PE 1 FE t DATE: g / O yf FEE: • BARNSTABL& MASS. 9� 039• �� REC. BY Town of Barnstable SCBED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORIM LOCATION Property Address: C� + '1 0 ,�� Sfir-�� F' t �S'�L✓J ( `L Assessor's Map and Parcel Number: t`, ( 3 t Size of Lot: Wetlands Within 300 Ft. Yes k Business Name: No Subdivision Name: APPLICANT'S NAME: ✓A� `` r-a-gL 4 kc- -A Phone Did the owner,of the properry authorize you to represent him or her? Yes Y. No PROPERTY OWNER'S NAME CONTACT PERSON Name: I VAS r3�a o4zlC -( Name: o rr-.� �a�t+•,,t+� Address: 0 FLt. Sr C/t,n,P,lt-�,�l�L Address: Phone: Phone: VARL-kiNCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) V 1 i 1 SFe_ I 4 L- — rz_ NATURE OF WORK: House Addition ❑ House Renovation,�epair of Failed Septic System Checklist(to be completed by ojfice stajf-person receiving varicce request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of iabeied dimensional floor plans sucminca(e.g.house plans or resta-urant kited;.plW,$) Signed letter stating that the property owner authorized you to represent him/her for this request _ 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 variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals(same owner/leasee 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 VARIrVNCE 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/VARIZ=Q t tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cope engineering civil engineers& land surveyors structural design r July 31, 2002 Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala, P.L.S. land court Barnstable Board of Health Timothy H.Covell,P.L.S. Surveys 200 Main Street Hyannis,MA 02601 site planning Re: 64 & 70 Bay Street, Osterville sewage system Dear Board Members: designs On April 19, 2000, the Board granted variances for the septic system design at the inspections above-referenced location. We are hereby requesting an additional variance, to the Barnstable Regulation Part VIII, Section 1 (the 100' regulation), such that the septic tank would be 78' to the wetland (a variance of 22'). permits The homeowner wishes to revise the proposed locations of the bunkhouse septic tank .and pump chamber such that the septic tank will be in closer proximity to the bunkhouse, from the originally approved 80' down to 30', to reduce the distance that the solids would be required to flow. Both the septic tank and pump chamber are proposed to be factory waterproofed so there is no chance of effluent reaching either wetland. We feel that by granting the above variance, the same degree of environmental rotection can be achieved without strict application of the Town of Barnstable egulations. Very truly,yours, t Arne H. Ojala, PE, PLS Down Cape Engineering, Inc: cc: I. Bereznicki } tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design _ Arne H.Ojala P.E., P.L.S. Daniel A.Ojala,P.L.S. Land court Timothy H.Covell, P.L.S. surveys July 31, 2002 - Ivan Bereznicki site planning Marianna Chaikovsky 9 Wendell Street Cambridge, MA 02138 sewage system designs Re: 64 and 70 Bay Street, Osterville inspections Dear Ivan and Marianna: A public hearing has been scheduled for the Barnstable Board of permits Health to take action on a request for a variance from a Barnstable Board of Health regulation for the proposed septic system for the bunkhouse at the above-referenced address. The variance requested is as follows: Town of Barnstable reg. Part VIII Section 1: reduction in setback, septic tank to wetland (100' to 781 ) . Said hearing will be held in the School Administration Buildinc Basement Conference Room, off South Street, Hyannis, August 13, 2002, at 7:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down Cape engineering civil engineers& land surveyors r structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Abutters list for Bereznicki Map 117 Parcel 31, 32 & 33 Daniel A.ojala, PL.S. surveys Map 117 Parcel 34 site planning Kathryn Welsh 48 Bay Street Osterville, MA 02655 sewage system Map 117 Parcel 145 designs Audrey Churchill Farley Terrence Farley Trust inspections 309 Hillside Avenue Westfield, NJ 07090 ' permits Map 117 Parcel 21 Phyllis Cole 114 Bay Street Osterville, MA 02655 Map 117 Parcel 167 Albert Schultz 81 Meadowbrook Osterville, M,A 02655 • f 1 i UDEC- 1 ; , 564� ' Ll t 3c� Li El 70 Bay Street, ®sterville plan of renovated guest cottage IVAN BEREZNICKI ASSOCIATES,ARCHITECTS. DECEMBER 24. 1999 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cope eagineerinf civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell, P.L.S. February 1, 2000 Daniel A.Ojala, P.L.S. iand court. surveys Ivan Bereznicki u 9 Wendell Street Cambridge, MA 02138 site planning Re: 64 and 70 Bay Street, Osterville sewage system Dear Mr. Bereznicki: designs A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from a Title 5 inspections regulation. The variances requested are as follows: Title 5 permits 15.248: No reserve 15.214: Nitrogen Loading Limitation 15.405 (i) : Groundwater adjustment Town of Barnstable Regulations Part VIII, Section 1.00 (100' Regulation) - Septic tank to be minlim— 54' to the edge of wetland (46' variance) - Ruck filter to be 901 to the edge of wetland (101 variance) - Pump chamber to be 581 to the edge of wetland (42' variance) Part VIII, Section 9.00 (Marginal lot regulation) There is not 4' of naturally occurring material beneath the leach facility, 4' above the high groundwater elevation Part VIII, Section 10.00 (Sewage disposal construction) - Section 1.14 (within 250' to wetland and 14' to groundwater - Section 1.2 (calculation of application area Said hearing will be held in the Barnstable School Administration Building (behind the post office) , Hyannis, MA, on February 14, 2000, at 10:30 am. Please check with the Health Department to confirm exact date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health ti unn®vative [RUCK systeMS9 once A Passive Denitrifying Septic System 200 Main Street, Room 201 Falmouth,MA 02540 1 (800)659•RUCK (7825) In AAA ' 1 (508)548.3564 FAX (508) 548.9672 I December 29 1999 Mr. Thomas A. McKean, CHO, Director Barnstable Board of Health P.O. Box 534 ' Hyannis, MA 02601 Dear Mr. McKean: Please find attached copies of the plan of the proposed RUCK System at 964 & #70 on Bay Street ' in Barnstable, MA submitted to your board for approval. Also find enclosed, in this booklet, a copy of a portion of the RUCK System plans for Ivan ' Bereznicki at 964 & #70, Bay Street in Barnstable, MA, as well as a copy of the following: ' 1. Specifications 2. Monitoring Program ' 3. Maintenance Program 4. Homeowners Fact Sheet 5 General Certification from the Department of Environmental Protection (DEP) 6. Letter from the DEP on Septic Tank Sizing and Testing and Letter on Treatment Plant Operator ' Requirement. 7. A copy of a paper from URI by GOLD etal on Pathogen Removal from Buried Sand Filters ' (RUCK Filters) 8. Nitrogen Definitions RUCK Systems are passive denitrifying septic systems. Residential RUCK Systems are constructed by separating blackwater from greywater. The black water is the effluent from toilets and the kitchen sink. All other wastewater is greywater. The excreted organisms, phosphorus and nitrogen rich blackwater flows from the blackwater septic tank to a specially designed, aerobic, no maintenance, subsurface RUCK ' filter. RUCK filters are constructed in a watertight container with alternating layers of sand and crushed stone. Special inserts called "INDRAINS" are installed into the sand layers: Bacteria in the unsaturated CO, printed on recycled paper ti f RUCK filter oxidize the nitrogen to nitrate, creating desirable acid conditions to enhance the removal of ' phosphorus and pathogens. Blackwater is then re-combined with greywater in the greywater septic tank. The greywater, containing biodegradable organic carbon, serves as the anaerobic electron donor to denitrify nitrate to nitrogen gas. The denitrification process adds alkalinity, converting the liquid back to ' normal pH. The redefined effluent can then be discharged to a standard sized leaching field. ' m is shown in Figure 1. Components of the s A flow diagram of the RUCK treatment system stem are:g p Y separation of black and greywater flows, a backwater septic tank, a RUCK filter, a greywater septic ' tank, and a standard leaching field. The design normally requires no additives or energy. The enclosures in this booklet provide specifications and describe monitoring and maintenance of the RUCK System. Further, the DEP has issued letters clarifying the approval and testing requirements as well as not ' requiring a Certified Treatment Plant Operator. We trust the above meets with your approval. If you have any questions, please call or write me. ' Sincerely, ' Innovative RUCK Systems, Inc. ' Timothy M. Santos Project Manager 1 Enclosure j t 1�3us are o�i"sa sa / MASO 7� eNrh :ltva wx IF y.tm u 7a M was NrW 1 rrw no>meoaa�as � / 7F IF 'MAed ' 4N` -li3M T/ MA89B 'rare ro )lt"I-A313 ; \MAGO T // \$ MneM a9i 310d /0310d roc/lioa ovi-XWPHOO 9'L( \ a s=► �� \ o° 1338LS ,1y8 9B clod �s t — a•tt—-�—_ rot o /' Vol / ELf imrx rawrssr �'• rY 7`� SLSvG .o<emaa Hera _ i !; Aamim a £'6 ammo An= 3a ausoa r µ t tt /iava Ar�wrn l•r a9 p I a�slterse,t s 9 '� rr1mrfrw sera a y • t rary iey�, / ' .ram V pp / 9 in Slag M Mn1B y w/ t103H5 tt a D 6•L Y8 / /9� � zd ;o IF z r ' 4Y .vavarr I m wuvouay v ! � aF � I ,01 u T 0 e9 d o �i 9uf t� IF ''es aF zt%a zw .J IF p�Old ,�p� lF / � p�� IFIF T IF ' pay � bo bs 6 'l4 �llZI ' •u• T w r9 9 -8 9T'l SL07 IF LT ' uj Q N ' t �ra IV-if v /LT I a3n \ (1S3MHLaoN 01 S`vaa) e J v abutters to Map 117,Parcels 31,32,33 145 Audry Churchill Farley, Tr., Devlin Nominee Trust,P.O. Drawer B, Osterville 02655 34 Kathryn Welsh, 48 Bay St., Osterville, 02655 167 Albert and Jill Schulz, 81 Meadowlark Lane, Osterville 21 Phyllis W. Cole, 114 Bay St., Osterville f � tel:(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape eftliaeeiinl civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court December 29, 1999 Daniel A.Ojala, PLS. surveys site planning Barnstable Board of Health 367 Main Street Hyannis,MA 02601 sewage system designs Re: Variance request for 64& 70 Proposed 6 bedroom dwelling inspections Assessors Map 117,Parcels 31, 32, 33 Dear Board Members: permits The attached is a request for variances from Title.5 15.000 and Barnstable Board of Health Regulations. Our client wishes to permit the construction of a 6 bedroom J dwelling utilizing a RUCK System at the above-referenced location. The area is served by town water and town sewer is not available at this time. The variance requested under Title 5 is as follows: 15.248 No reserve 15.214 Nitrogen loading limitation The variances requested under Town of Barnstable Regulations are as follows: Part VIII, Section 1.00 (100' Regulation) - Septic tank to be minimum 54' to the edge of wetland(46' variance) -Ruck filter to be 90' to the edge of wetland(10' variance) -Pump chamber to be 58' to the edge of wetland(42' variance) Part VIE, Section 9.00(Marginal lot regulation) - There is not 4' of naturally occuring material beneath the leach facility, 4' above the high(adjusted) groundwater elevation Part VM Section 10.00 (sewage disposal construction) - Section 1.14 (within 250' to wetland and 14' to groundwater) - Section 1.2 (calculation of application area) This nearly one acre lot (42,129 sf) lot resides at the outer edge of a GP District (Zone II) according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. Due to this fact as well as the lot's proximity to North Bay and w its location relative to groundwater, our client is proposing the use of an Innovative Ruck System to reduce the amount of nitrogen in the effluent. An explanation of its operation as well as maintenance requirements and state approvals are included with this filing. The base of the leaching facility is located 5' above the adjusted groundwater level. A monitoring well placed in the area of the proposed leaching facility indicated a high groundwater table elevation of 4.5' (the test holes showed a high of 3.8'). A 1.5' adjustment was made to the monitoring well observation based on the somewhat coastal nature of the locus, as well as the presence of wetland with associated ditch draining the area(as shown on the plan), thereby"regulating"the groundwater level for this site. A reserve is not shown due to constrictions of the lot. Instead, should the primary leaching facility fail, it shall be replaced in its entirety, with all contaminated soils removed and replaced with clean medium sand. The remaining variances are requested due to site constrictions. There is 4' of naturally occurring soil above the observed water table;by performing a removal and replacement with clean medium sand, the required 5' of suitable material above the adjusted water table can be made. We feel that with the addition of the RUCK system,the system as proposed will be at least as environmentally protective as a regular Title 5 system, and to deny the variances would be manifestly unjust, so as to make the lot unbuildable. Thank you for your consideration. Very truly yours Ame H. Ojala,PE, PLS Down Cape Engineering, Inc. cc: I. Bereznicki NITROGEN LOADING CALCULATIONS PROJECT gEREZNICKI LBS OF N2 PER 1000 SF PER YEAR 3 AMOUNT LEACHED 25% PAGE 2 OF 2 LAWN NITROGEN LOAD = 0.93 mg NO3/SF LAWN 5)SF LAWN AREA= 3500 X 0.93 mg NO3/SF LAWI 3265.5 mg NO3-N/DAY• NATURAL AREA WATER LOADING 6)NATURAL AREA= 37574 X 0.12 4373.0 L SUMMARY OF NITROGEN LOADING ESTIMATED TITLE 5 NITROGEN AND WATER LOADING 7a)ADD THE NO3-N LOADING EFFLUENT 47463 mg NO3-N/DAY ROOF LOADING 470 mg NO3-N/DAY PAVEMENT LOADING 826 mg NO3-N/DAY LAWN LOADING 3266 mg NO3-N/DAY TOTAL 52025 mg NO3-N/DAY 7b)ADD THE ABOVE WATER LOAD EFFLUENT VOLUME 2498 L H2O/DAY ROOF RECHARGE 627 L H2O/DAY PAVEMENT RECHARGE 551 L H2O/DAY NATURAL RECHARGE(INC.LAWN) 4373 L H20/DAY TOTAL 8049 L H2O/DAY 7c)DIVIDE 7a BY 7b= 6.46 ppm NO3-N ACTUAL NITROGEN AND WATER LOADING 8a)ADD THE ABOVE NO3-N LOADING 18197 mg NO3-N/DAY EFFLUENT ROOF LOADING 470 mg NO3-N/DAY PAVEMENT LOADING 826 mg NO3-N/DAY LAWN LOADING 3266 mg NO3-N/DAY TOTAL 22759 mg NO3-N/DAY 8b)ADD THE ABOVE WATER LOAD EFFLUENT VOLUME 958 L H2O/DAY ROOF RECHARGE 627 L H2O/DAY PAVEMENT RECHARGE 551 L H2O/DAY NATURAL RECHARGE(INC.LAWN) 4373 L H2O/DAY TOTAL 6509 L H2O/DAY 8c)DIVIDE 7a BY 7b= 3.50 ppm NO3-N FINAL CALCULATION ADD 7C AND 8C/2= 4.98 ppm NO3-N I i I S 1 ►J M PROFILE (FOR MAIN DWELLING)LEGEND TOP FNDN 16.o' - ACCESS COVER TO WITHIN 6" OF FIN. GRADE - IAOT TO SCALE) � I TITLE.5 VARIANCES REQUESTED: ,°,C([SS COVER (WATERTIGHT) TO 2% SLOPE REQUIRED OVER SYSTEM 100.0 PROPOSED SPOT. ELEVATION (GRANTED APRIL 2000) ` 1IITHIN 6" OF FIN, GRADE 15.212: GROUNDWATER ADJUSTMENT 114.75 MIN MINIMUM .75' OF COVER OVER PRECAST 2" DOUBLE WASHED PEASTONE - 100XO EXISTING SPOT ELEVATION '" 13.25' 14.0' TOWN OF BARNSTABLE REGULATIONS: - RUN PIPE LEVEL 100 PROPOSED CONTOUR PART VIII, SECTION 9,00 (MARGINAL LOT REGUI_AtONf 13.47' "" -''�� %- FOR FIRST 2' / Q THERE IS NOT 4' OF NATURALLY OCCURRING IAAI'ERIAL PROPOSED 1500 12.5:'BENEATH THE LEACH GALLON SEPTIC 100 EXISTING CONTOUR FACILITY, 4' ABOVE THE HIGH GROUNDWATER ELEVATION .• 1 54' _ PART 12.79'� TANK (H- 10 ) �o F W WNIEo " r r , SAY STREET MA s�EEt (SEPTIC IITANK SECTION TO BE 78' T0THE 100 EDGE°OT REG."OF 1NETLAN ( 2' VARIANCE " '' '' GAS WITH FAST SYSTEM BAFFLE � 2 ''2- Q � - � ® ® 18" 1""PST T HOLE LOGS REOUESTED) 12.39 LOCUS g .98® ® 0 ® ® 11.a' : � II ( 2 % SLOPE) t____6" CRUSHED STONE OR MECHANICAL r OJALA FARIA a, COMPACTION. (15.221 [2]) H-2o FLOW DIFFUSORS ENGIIrHR:_ / DEPTH OF FLOW ( 1 y SLOPE) ( _'t SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5. WITNEA5 ED. BARRY TEESIZES: NLET DEPTH 1a"- L 112199 DATE:1.._. OUTLET DEPTH 14" _.._ PERC. RA11=: = LESS THAN 2 MAN, LOCUS MAP SCALE 1" = 2000' FOUNDATION- 3a' SEPTIC TANK 15' ---- p' BOX 18' LEACHING USE ADJ. WATER AT EL. 6' - CLASS �...-__I SOILS P# 9602 &9603 - FACILITY . 4 ASSESSORS MAP 117 PARCEL 31,32,33 BOARD OF HEALTH ZONING DISTRICT: RC APPROVED DATE MA #9602 ! YARD SETBACKS: Q ELEV. #9602 #9602 #9603 #9iG,3 FRONT = 20' ELEV. ELEV. ELEV. ELEV. BLOWER TO BE REMOTED UP TO 100' AWAY Q" 1 8.4'f . " Q 9.6'f Q E SIDE = 10' " 7.1t`" 4 0" B.Tf �" .� LQQ t A/6 SL A/B A/e, + F:G REAR - 10' , rBLOWE SI; 12" 10YR 4/4 6.3' SL , FLAN REF. LCP 13456 I 1 .5" VENT PIPING S! 12" 9.0' 10YR 4 10YR 4/4 LS 1oYR 4/4 �' FLOOD ZONE: B 24" 6.4 24" 1OYR 5/8 5.3' 24" /� 7.6' 24" 6.7, 24 � 8.0, C C C WELL: MIW-29 f-� f MS 42" obs. water 3.8' " C LS H. ZONE: B (DRAINS TO NORTHWEST) ACCESS PORTS - 70 U� ADJ: DEC - 3.6% JAN - 3,5% FEB - 3.5' 60" obs. water 3�.4' obs. water 3.8' -- MS MS 60" obs. water 3.7' 60" 5.0' TREATED WATER OUTLEW:" 10YR 6/6 10YR 6/6 go., -0.2 10YR 6/6 102" -0.10' WASTE INLET (MIN. ------ 3�m-"- ------ - " 10YR 6/6 ,, + 108 0.6' 108" _0.3' 78 obs. iater 3.5 3" ABOVE OUTLET) c' NOTES: M, �-� AT CULVERT �� 50„ 10YR 6/6 1. DATUM IS NGVD i Al-4- 7FC,OA 120" o.o' 2. MUNICIPAL WATER ISAVAILABLE 3. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 & 20 24 72 4. REMOVE ANY EXISTING SEPTIC SYSTEM/CESSPOOL(S) 6 DIAM. HOLE FOR DWELLING AND COTTAGE5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )MICRO FAST �NSERT 6 ENOVIRONMEN�AL CODE T1TN DETAILS � BVIN ACCORDANCE .WITH MASS. BY B10-- MICROBICS DESIGN FLOW: 4_ BEDROOMS ( 110 GPD) = 440 GPD 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SE USE A 440 GPD DESIGN FLOW USED FOR LOT LINE STAKING. IN 1500 GALLON TANKLU 11 2,3,5 & 6 SEPTIC TANK::. 440 GPD (;?) _ 8808. PIPE FOR SEPTIC SYSTEM TO SCN 40-4" PVC.4?;129 sq.ft. xUSE A jjaQ� GALLON SEPTIC TAN'r< 9• N�PEOG;TION BYE BOA D OFBHEALTH� ,ND.PERMISS ON OBTA,iOU� 0.97 oc. LEACHIC`J1G: FROM BOARD OF HEALTH.AA = 440/.75 = 587 SF( > ) - TOCCOMMENATION OCEMENTJOFEWORI<t1ND#17SF w V ='� rTOTAL: ,00 S.F. 450 GPD i 11. GUTTERS AND DOWNSPOUTS TO BE DIf ECTED TO DRYWEL.:L#8r g JJ1USE 6 FLO DIFFUSORS WITH 0.5' STONE AT ENDS AND OR DRIPLINES TO STONE TRENCHES 0 ._. VJ2 _,,, gy - #16� 3.5 AT SIDES 12. SILT FENCE/HAYBALES TO E3E STAKED IN 'LACE PRIOR 10 ANY 2aQ9r.. w ia-�� 14 J5 / WORK COMMENCING SYSTEM PROFILE (FOR -OTTAGE) EXIST "CO�IIREI '1j ^ C FOUN ' ACCESS COVER TO W►THIN 6 OF FIN. GRADE (NOT TO SCALE)___�` MONITORING WELL READINGS NDATE COMMENT 9.MIN. MINIMUM .75' OF COVER OVER PRECAST } 12/20/99 EL.4.52' PROP. RE-GRADING TO OCCUR WITHDPERMISSION FROM ABUTTERp" NArN 'IMI OF 1^10R � � 9.0' 2/16/00 EL. a.52' 0.55" RAIN PREY. 2 DAYS C, k " ' POSED 15002/28/00 EL. 4.71' 0.�>4" RAIN ON 2/26 2 `° so, ' pR ,WA`i N LLON SEPTIC t 7.11' SEE DWELLING PROFILE ABOVE ' 3/1/00 EL. 4.69' 0.31" RAIN ON 2/29 C> I P DERV 7.,3 r3�., r Rnp. A -� TANK (H- 10 ) GAS q ERV, 0.6' '''' FACTORY WATERPROOFED BAFFLE 7 TERRACE Gq�• 2 �+ MIN. W I PROP ( 2 x SLOPE) 5- CRUSHED STONE 8 EXIST. SHED ��' G� �� + of 8R EXISTCOMPACT ON, (15 2210[2,)ECHANiCAI GARAGE- DEPTH OF FLOW - 4' PII�`0PUSED 77 TLE 5 SITE PLAN EXIST. 1 EDRM �k•`'1� /' I BUNKHO E F {OP�o� 9 PROP. PERVIOUS TEE SIZES: (To BE RENOVATE ��P� OF ` �•� DRIVE i� INLET DEPTH = 10" FACTORY CERTIFIED WATERPROOF SEPTIC TANK AND OF I Q�Oe \� 1, OUTLET DEPTH 14" PUMP CHAMBER REQUIRED #6 4 � #7 0 BAY STREET 9' EXIST, p BULKHEAD '� I H uSE oM.W _ IN THE TOWN OF: WAT KHt"OUSE R 0 o O PUMP c� cHING (OSTERVILLE) BARNSTABLE 9 FOUNbATION-- 30' ST 2' 52' D 80X 28' PROP. i' to CHAMBER f a,CILITY = ous \ , 9.3 "� TERRACE N 2 � PREPARED FOR: IVAN BEREZNICKI \�J a o a ` J w MARIANNA CHAIKOVSKY TH5& TREE � � � � ,� 30 0 30 60 90 W \ 01 �� THi ALARM AND CONTROL PANEL MIN. 1' COVER REQ'D TREE 242.4 4 TO BE INSTALLED GNSIDE i J PROVIDE MIN. 2' SOIL COVER OVER ___ \ `2 - BUILDING. ALARM TO BE ON ) " PIPING OR USE INSULATING BLANKETS '' 7.09' I 1 = 30' � --._ -------�-: -- SEPARATE CIRCUIT FROM PUMP , " >O 1000 GAL. H-10 S 2 PRESSURE PIPE TO MICROFAST TANK SCALE: DATE: R ECEMBER 3, 1999 REV. 3/2/00 (MW READINGS) TREE REV. 3/31/00 (SAS) �1 R,� O+ FLOAT SNATCH ALARM ON 800 GAL.+ WEEP HOLE SLOPE LINE BACK TO PC REV. 6/7/00 (HSE, GRADING) BAYS \�1 , '?' �\ O RESERVE HECK VALVE � 11 SETTINGS: PUMP ON REV. 7/18/00(HSE, GRADING) CATCH BASINS DO NOT INTERCEPT GROUNDWATER 4" WORKING RANGE 8" REV 7/31/02 (MOVE BUNKHSE ST AND PC) ® ZOELLER "WASTEMATE" REV 8/25/02 (PC TO FAST) \ / 4" SUBMERSIBLE MODEL M282 1/2 HP PUMP \ PUMP OFF 4" SYSTEM (OR EQUAL) \ SLEEVE WATERLINE � AS NECESSARY o00000 0000 000a o000 #4 VW (WHERE WITHIN 10' 6" CRUSHED STONE��_ OF SEPTIC SYSTEM COMPACTION COMPONENTS,LINES) PUMP CHAMBER. #5B V1y BENCHMARK - CTR OF C. BASIN (NOT TO SCALE) \ n off 508-362-4541 / #3BVW\ ELEV. - 12.37 (NGVp) FACTORY WATERPROOFED fax 508 362-9880 i \� BOARD OF HEP TH p�1H OF y9J /� aF sJq #68VW i #2BVW� _ MA �o�' ARNf: ��y o� ARNE H. `y�. CIOW12 cape engineering, inc. % NOTE: 5' REMOVAL OF H. OJALA `�^ °JAI�a clvl y CIVIL ENGINEERS UNSUITABLE SOIL REQUIRED � N • 2Q348 2 AROUND PERIMETER OF �?T ^� LEACH FACILITY DOWN 70� L � LAND SURVEYORS 0 J�� 1 BVW SUITTABLE SOIL LAYER. APPROVED DATE \ g'+''"--1-"' # REPLACE WITH CLEAN MED. A " OJAL� �~ ,L.S. DATE 939 main St•. yarmouth, ma 02675 SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL 99--3,2a