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0008 DONEGAL CIRCLE - Health
8 DONEGAL CIRCLE, CENTERVILLE ^i A= 169 070 i 9 i I No. 42101/3 ORA ESSEL E 10% 0 0 0 0 /p ..�. �._�. - - _. -___._. __ _ J � _ 1, r �. �, r� ly +. 1 ���- �. � o� ' 1!�P �a��.� �' ►� s. �_ 1 Health Complaints 04-May-06 Time: 1:15:00 PM Date: 4/12/2006 Complaint Number: 18749 Referred To: DAVID STANTON Taken By: JUDITH FLYNN Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 8 Street: DONEGAL CIRCLE Village: CENTERVILLE Assessors Map_Parcel: Complaint Description: MR DOWLING HAS CALLED BEFORE - STATES THAT EVERY WEDNESDAY THE SEPTIC SYSTEM AT 8 DONEGAL IS PUMPED. HE STATES THAT WHEN THIS IS DONE THE STENCH IS UNBEARABLE AND HE AND HIS WIFE CANNOT USE THEIR DECK. Actions Taken/Results: DS WENT TO SAID LOCATION. NO ONE WAS THERE PUMPING,.AND IT DIDN'T HAVE AN UNBEARABLE STENCH. THE FRONT LAWN ON THE SIDE WAS FRESHLY DUG, WHERE THE NEW SEPTIC IS. THE NEW SEPTIC IS PERMIT NUMBER 2006-118 AND WAS INSPECTED BY THE TOWN ON 4/26/06. NO VIOLATIONS OBSERVED, NO FURTHER ACTION REQUIRED. Investigation Date: 5/4/2006 Investigation Time: 1:52:00 PM 1 f 1 fw Health Complaints 16-J u n-05 Time: 1:25:00 AM Date: 5/11/2005 Complaint Number: 18097 Referred To: DAVID STANTON Taken By: JUDITH FLYNN Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 8 Street: DONEGAL CIRCLE Village: CENTERVILLE Assessors Map_Parcel: Complaint Description: 2ND CALL-SEE ATTACHED - UPSET BECAUSE SHE CAN'T USE HER BACKYARD DO TO THE STENCH - FEELS THAT THEIR FIRST COMPLAINT WAS IGNORED. Actions Taken/Results: DS WILL CALL AGAIN AND SPEAK WITH THE WIFE THIS TIME. DS WILL TELL HER THE SAME EXACT THING. THIS IS A LEGAL MATTER, AS THE NUMBER OF LEGAL BEDROOMS NEEDS TO BE DETERMINED. TM SAID ONLY 3 BEDS IN A LETTER FROM THE 90'S. THEY HAVE A 4 BED SEPTIC. ENGINEER HAS DESIGNED SYSTEM, OVER DESIGNED. THEY ARE PUMPING SYSTEM AS REQUIRED. DS TOLD HER SHE MAY WANT TO ASK THE PUMP COMPANY TO PUMP AT ANOTHER TIME, INSTEAD OF HER LUNCH TIME. DS EXPLAINED THERE IS NO TIME RESTRICTION ON PUMPING HOURS. THAT IT MUST BE PUMPED OR $100 TICKETS WOULD BE ISSUED. SHE SAID THE ODOR IS A HEALTH PROBLEM, AND I TOLD HER THAT IF THAT WERE THE CASE,THE WHOLE TOWN WOULD 1 rj r t Health Complaints 16-Jun-05 ALWAYS BE ILL, AS MULTIPLE SEPTICS ARE PUMPED OUT ALL OVER TOWN EVERY DAY. DS EXPLAINED THAT ONCE THE HEALTH DEPT. IS AWARE OF FAILURE, THEY HAVE 2 YEARS TO UPGRADE THE SYSTEM, AND IN THE MEANTIME, PUMP AS OFTEN AS NECESSARY,AS THEY ARE CURRENTLY DOING TO PREVENT A HEALTH HAZARD. SHE WANTS TO DISCRIMANATE AGAINST THEM, AS THEY HAVE MORE PEOPLE THERE DURING THE DAY, AND I EXPLAINED WE CAN'T DISCRIMINATE AGAINST DISABLED PEOPLE, AND WE MUST FOLLOW 310. CMR 15.000 THAT GOES BY BEDROOMS ONLY, AND DOES NOT DISCRIMINATE AGAINST DISABLED PEOPLE. DS EXPLAINED THAT SPATCHER IS THEIR ATTORNERY, AND I WOULD LET HIM KNOW THEY COULD SUBPOENA HER AS A WITNESS, AS SHE STATED ON THE PHONE THERE HAS ALWAYS BEEN 4 BEDROOMS THERE SINCE THE PREVIOUS OWNER, SHE PROCEEDED TO HANG UP ON ME. NO FURTHER ACTION REQUIRED. Investigation Date: 5/12/2005 Investigation Time: 8:05:00 AM 2 I :r Health Complaints 12-May-05 Time: 1:25:00 AM Date: 5/11/2005 Complaint Number: 18097 Referred To: DAVID STANTON Taken By: JUDITH FLYNN Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 8 Street: DONEGAL CIRCLE Village: CENTERVILLE Assessors Map_Parcel: Complaint Description: 2ND CALL-SEE ATTACHED - UPSET BECAUSE SHE CAN'T USE HER BACKYARD DO TO THE STENCH - FEELS THAT THEIR FIRST COMPLAINT WAS IGNORED. Actions Taken/Results: DS WILL CALL AGAIN AND SPEAK WITH THE WIFE THIS TIME. DS WILL TELL HER THE SAME EXACT THING. THIS IS A LEGAL MATTER, AS THE NUMBER OF LEGAL BEDROOMS NEEDS TO BE DETERMINED. TM SAID ONLY 3 BEDS IN A LETTER FROM THE 90'S. THEY HAVE A 4 BED SEPTIC. ENGINEER HAS DESIGNED SYSTEM, OVER DESIGNED. THEY ARE PUMPING SYSTEM AS REQUIRED. DS TOLD HER SHE MAY WANT TO ASK THE PUMP COMPANY TO PUMP AT ANOTHER TIME, INSTEAD OF HER LUNCH TIME. DS EXPLAINED THERE IS NO TIME RESTRICTION ON PUMPING HOURS. THAT IT MUST BE PUMPED OR $100 TICKETS WOULD BE ISSUED. SHE SAID THE ODOR IS A HEALTH PROBLEM, AND I TOLD HER THAT IF THAT WERE THE CASE, THE WHOLE TOWN WOULD 1 Health Complaints 12-May-05 ALWAYS BE ILL, AS MULTIPLE SEPTICS ARE PUMPED OUT ALL OVER TOWN EVERY DAY. DS EXPLAINED THAT ONCE THE HEALTH DEPT. IS AWARE OF FAILURE, THEY HAVE 2 YEARS TO UPGRADE THE SYSTEM, AND IN THE MEANTIME, PUMP AS OFTEN AS NECESSARY, AS THEY ARE CURRENTLY DOING TO PREVENT A HEALTH HAZARD. SHE WANTS TO DISCRIMANATE AGAINST THEM, AS THEY HAVE MORE PEOPLE THERE DURING THE DAY, AND I EXPLAINED WE CAN'T DISCRIMINATE AGAINST DISABLED PEOPLE, AND WE MUST FOLLOW 310. CMR 15.000 THAT GOES BY BEDROOMS ONLY, AND DOES NOT DISCRIMINATE AGAINST DISABLED PEOPLE. DS EXPLAINED THAT SPATCHER IS THEIR ATTORNERY, AND I WOULD LET HIM KNOW THEY COULD SUBPOENA HER AS A WITNESS, AS SHE STATED ON THE PHONE THERE HAS ALWAYS BEEN 4 BEDROOMS THERE SINCE THE PREVIOUS OWNER, SHE PROCEEDED TO HANG UP ON ME. NO FURTHER ACTION REQUIRED. Investigation Date: 5/12/2005 Investigation Time: 8:05:00 AM 2 TI; - - \"'� No. / �o THL -NWEALTH F MASSACHUSETTS FEE BOARD �OFq�HEALTH ✓/ OF Ir Y,✓ J� C_ APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair P-,Q Upgrade ( ) Abandon ( ) - []Complete System LN Individual Components r �A�,., Location a` ` j��� ? 2�54 � O er's ame_ M R !p O �(o J Map/Parcel# ��-- Address tl►1 �`�� Lot# Telephone# €a d-7A c�v�—a � Installer's Name �- Designer's Name ! � 0 6si®A�� {�?\ tin M f Ott dress�7 /),� � Address Telephone# "ICJ!�] Telephone# Type of Building: Lot Size 19 Sq.feet Dwelling—No.of Bedrooms 4r Garbage Grinder (t,'S) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures f_ Design Flow(min.required) LALAO gpd Calculated design flow q1 gpd Design flow provided gpd Plan: Date ` 7+ GJ 2-004 Number of sheets, ( Revision Date I'?W 03 US Title \ i -e 1,e Nkf\ Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS 09 ALTERATIONS �A( l'[���S VA^ �10 �:MCL t�7c� The undersi d agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fu er rees of to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. d L I -�gQrnsp''e�c L7"'' Date �of_.cti YW' -- �� 3�a 7/y6 FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. -)A /l THE COMMONWEALTH OF MASSACHUSETTS FEE N�. BOARD OF HEALTH y; DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair (yam) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal Sy&—rn Construction Permit No. ;) 0U6 -/4/ dated 31.2 716 Provided: Construction//shall be completed within three years of the date of this permit.A 1 local conditions must be met. Date 3/f1 2 7 of Health 1 FORM 2 - DSCP DEP APPROVED FORM 5/96 t « � FORM 1255 (REV 5/96) H&W Homs&WARREN TM PUBLISHERS- BOSTON No. d!P(f9 r o THE COMMONWEALTH OF MASSACHUSETTS '' FEE BOARD OF HE�4LTH i OF (l cC APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair M) Upgrade ( ) Abandon ( ) =-❑Complete System IN Individual Components CIOC�,�e C�a�N. l� Rd��e.�m'D bland t1c, Location / Ow. er s Name t i N�tA _ ultra,p- � v Z�lo3 / (( Map/Parcel# Address Lot# Telephone# ► �; ; ..,. ��I,� (f 44 o ytr r) r t� r Installer's Name 4 Designer's Name o Ream.. 1�5�,9 P aR-€�S-oAt�� -1 IIMJ � S' . �-(,>�l�n dress } � Address Ad Telephone# Telephone# Type of Building: kn l(iyjvlce_. Lot Size 2-q ► Sq.feet Dwelling—No.of Bedrooms 4 Garbage Grinder ((J) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 400 gpd Calculated design flow y� gpd Design flow provided gpd r Plan: Date Z-4 Or-t ZUOy Number of sheets, Revision Date \1>3 3 CG Title Description of Soils) Soil Evaluator Form No. Name of Soil Evaluator --Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS Jl(FCCA, 12 CCJZfXJIC UI The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furrtlier�grees o't to place the system in operation until a Certificate of Compliance has been issued by the,Board of Health. Signed 1 ✓JJ t P lA-0i3-* - Date spection AN' r k h b FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 'f - r ���� No. JO THE COMMONWEALTH OF MASSACHUSETTS - FEE 1c-") ,,g-N, rFr�!'�� BOARD OF HEALTH ` CERTIFICATE OF COMPLIANCE D—scription of Work: X lndi dual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired()0,Upgraded( ),Abandoned( ) at 1/U/rQ'A C �c�Q � P✓If?/y�llQ has been installed/in accordance with the provisions ofp310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application Nod4-/l,� dated .3/?7�U/o Approved Design Flow 41410 (gpd) Installer 1% , Z nC-At/AMtJ,—) Designer: Inspe r l q Date X1*0,—,XL try - The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 } Town of Barnstable Regulatory Services Thomas F. Geiler,Director S`' MASS ' i 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: ot, Sewage Permit#� � �� Assessor's Map\Parcel Designer:. w\ \rP t—QY1M�(1YY�s7i nstaller: �'� , �� Address: Address: 5��' �-U_k4�zM 0210414 On Y(�.n��"(� C( JAWVas issued a permit to install a (date) _Q .(installer) septic system at based on a design drawn by Q-�oce1 (Oddress) W\t"&&W to,AXbYN S� dated l K O(p (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv vertical relocation of any component cr of the septic system) but in accordance with State & Local Regulations. Plan revision or :., certified as-built by designer to follow. �.✓ t k OF LASS T E D P. 7 0� DOl10ETTE (Installer's Signa e) No. 45021 4 A N A L (Designer's Signature) (Affix Designer's Stamp Here); "' PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc 03/10/2006 17:09 5082220336 SPATCHER LAW OFFICES PAGE 04 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems,Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM T a -DCm e e=hereby=*that the engineered plan signed by me dated )�-0 c k- 2 comceramg the p M)eriy located at meets mil of fe following criteria: + This failed systems is connected to a residential dwefling only. Thm are no commercial or bumvess,uses associated with the dwelling. • The sot is clammed as a ASS I and the percolation rate is Jew than or equal to 5 mfindes per inch. The applicwt may use historical data to conclude this fact or MY conduct test holes aW percolation tests at the site without a health agent prrewnt. • There is w kwreme in flow andfor chmW in use,proposed • There we no vanmu=requested or needed.. • Thm bottm of the proposed leaching facility will be locaW w less than five feet above the u>===adju$ted goundwater table clevation.[Adjust the groundwater table umng 1iae, i meftd when applicable] Please COMplete the Mowing: p��p A) Top of Ground Surface Elevation(uang GIS informations B) G,W.Elevation 7�y *adjustment for high Q.W. = d Dfl?FEREI+ICE B>3TVVETN A and B e $g- 00 .� 3f a?lam SIGNX D: !� DAM: xoTtcE , Based upm the above formation;a repay permit will be issued for--`"�--be&-W= maxirm No additional bednvoaa�.are authodze d im the Mve without engineered septic system Pin r Bay 20781 '•s Z29 AFFIDAVIT OF REAL ESTATE ZONING AND LAND USE PURSUANT TO MGL CHAP 40A, SECT S I, GERARD T. PILKINGTON, having personal knowledge of the facts herein stated, and being duly sworn, do hereby depose and state as follows: 0 1. That I am the President of Attleboro Enterprises Properties, Inc., a Massachusetts corporation with a principal office at 284 John Dietch Boulevard, North Attleboro, N Massachusetts 02763, hereinafter referred to as"AEP"; 2. That AEP acquired the real property premises located at 8 Donegal Circle, Barnstable v ua (Centerville), Massachusetts 02632, hereinafter referred to as the "Premises"; by the = o Deed of John M. Ferraro, dated September 21, 1995 and recorded with the Barnstable County Registry of Deeds, hereinafter referred to as the"Registry", in Book 09850 at A 5 Page 0204, which is incorporated herein by reference; O0 v ¢ 3. That the Premises is a residential dwelling containing four (4) bedrooms, as evidenced by a floor plan dated December 13, 1995 and prepared by ADE Architects, o which is attached hereto and incorporated herein as Exhibit A; 4. That the Premises was originally built in 1970, according to the Town of Barnstable c� Assessors Field Card, a copy of which is attached hereto and incorporated herein as Exhibit B, and which also indicates that the Premises contains four(4)bedrooms; 5. That according . to a Town of Barnstable Building Permit Application dated September 30, 1976 and approved October 05, 1976, a copy of which is attached hereto and incorporated herein as Exhibit C, the Premises was expanded to include a fourth (4)bedroom; 6. That according to a Town of Barnstable Building Permit Application dated January 23, 1996, with the Building Permit being issued on February 20, 1996, a copy of which is attached hereto and incorporated herein as Exhibit D, the Premises was renovated to provide handicap accessibility to accommodate a.group home, stating that the Premises contained four(4)bedrooms; o 7. That the Town of Barnstable Building Inspection Division issued a Certificate of Occupancy on July 19, 1996, a copy of which is attached hereto and incorporated g; herein as Exhibit E, which corresponds with the Building Permit contained in Exhibit D; 8. That AEP filed an Application for a Disposal System Construction Permit dated February 28, 2000 to repair the septic system at the Premises, stating that it contained four(4)bedrooms, for which the Town of Barnstable Public Health Division issued a Construction Permit on February 28, 2000 and a Certificate of Compliance on March 15, 2000, all of which are attached hereto and incorporated herein as Exhibit F; 9. That AEP leased the Premises to the Commonwealth of Massachusetts for use by the Department of Mental Retardation as a community residence for mentally retarded SPATCHER LAW OFFICES adults with special needs as evidenced b the Notice of Lease dated November 28, 8 NORTH MAIN STREET Y SUITE403 1995 and recorded with the Registry in Book 10146 at Page 0209, which is POST OFFICE BOX 2348 incorporated herein b reference ATTLEBORO.MA Y 02703-0040 508-222-9166 r r AFFIDAVIT OF REAL ESTATE ZONING AND LAND USE Re: Attleboro Enterprises Properties, Inc. 8 Donegal Circle Centerville, MA 02632 Page 2 10. That in accordance with the Land Use Restriction dated Febriary 16, 1996 and recorded with the Registry in Book 10146 at Page 0213, which is incorporated herein by reference, the Premises is being occupied by four (4) persons with mental retardation; 11. That based upon the foregoing facts and statements, the Premises has contained four (4)bedrooms since it was expanded in 1976 (See Exhibit C); 12. That pursuant to Massachusetts General Laws, Chapter 40A, Section 7, there has been no action, criminal or civil, the effect or purpose of which is to compel the abandonment, limitation or modification of the use allowed by the building permit issued by a person duly authorized to issue such permits, or any action, criminal or civil, the effect or purpose of which is to compel the removal, alteration or relocation of any structure erected in reliance upon said permit, by reason of any alleged violation of the provisions of said statute, or any ordinance or bylaw adopted thereunder, and that no such action, suit or proceeding has been commenced and maintained with notice thereof recorded in the Barnstable County Registry of Deeds, within six (6) years next after the commencement of any alleged violation of law, or at any time thereafter as of the date hereof, 13. That pursuant to Massachusetts General Laws, Chapter 40A, Section 7, there has been no action, criminal or civil, the effect or purpose of which is to compel the removal, alteration or relocation of any structure by reason of any alleged violation of the provisions of said statute, or any ordinance or bylaw adopted thereunder, or the conditions of any variance or special permit, commenced and maintained with notice thereof recorded in the Barnstable County Registry of Deeds, within ten (10) years next after the commencement of any alleged violation, or at any time thereafter as of the date hereof; 14. That said Chapter 40A, Section 7 is a statute of limitations that bars the commencement of any action, suit or proceeding for any such alleged violation because the respective six (6) year and ten (10) year periods specified therein have lapsed as stated in paragraphs twelve (12) and thirteen(13) hereof; and 15. That no legal action, suit or proceeding of any kind has been commenced, maintained and noticed regarding any alleged violation of any applicable statute, ordinance, permit, variance or other approval relating to the zoning, use and occupancy of the Premises referenced herein at any time during AEP's period of ownership thereof, through and including the date hereof. SIGNED and SEALED under the P S and PENALTIES of PERJURY on this f0, day of , 200 . rant: Gerard T. lk' , President Attleboro Enterpris s Properties, Inc. r AFFIDAVIT OF REAL ESTATE ZONING AND LAND USE Re: Attleboro Enterprises Properties, Inc. 8 Donegal Circle Centerville, MA 02632 Page 3 CERTIFICATION OF AFFIDAVIT I, GEORGE I. SPATCHER, JR.,ESQ., hereby certify as follows: 1. That I am a Massachusetts attorney at law with Spatcher Law Offices at 8 North Main Street in Attleboro, Bristol County, Massachusetts; and 2. That the facts in the foregoing Affidavit are relevant to the zoning and land use of the Premises therein described and will be of benefit and assistance in clarifying the zoning and land use compliance thereof. SIG D and SEALED under the PAINS and PENALTIES of PERJURY on this Ad-ay of , 2006. Certifier be rge I. S tcher, Jr., E Spatcher Law Offices r AFFIDAVIT OF REAL ESTATE ZONING AND LAND USE Re: Attleboro Enterprises Properties, Inc. 8 Donegal Circle Centerville, MA 02632 Page 4 COMMONWEALTH OF MASSACHUSETTS BRISTOL, SS /y ', 2006 On this 10 day of r , 2006, before me,.the undersigned notary public, personally appeared GERARD T. kLKINGTON, who proved to me through satisfactory evidence of identification, which was a Massachusetts Driver's License with Photo Identification, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, and who made oath that the foregoing facts are true and accurate to the best of his knowledge and belief, all in his official capacity as President of Attleboro Enterprises Properties, Inc. Not Public "pires:CommissionElx COMMONWEALTH OF MASSACHUSETTS BRISTOL, SS ` - /0 ' , 2006 On this day of 2006, before me, the undersigned notary public, personally appeared GEORGE I. PATCHER, JR., ESQ., who proved to me through satisfactory evidence of identification, which was a Massachusetts Driver's License with Photo Identification, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose, and who made oath t a_t the foregoing facts are true and accurate to the best of his knowledge and belief ;jj / / ,, , .IV. ..- Not ublic y Commission Expires: r / _ EXHIBIT A F E 10 WO ljo o � A Ct 1 r Y r Z F r z 4 O �P e �P P • y � �fl.� �'��+r'�.�4 � �� ��Q�$����i`���"��`:��'��+`{:n�x �•a A.j; ,�..xri. h c#• raa a5,�-�h'?�=.�y�{ f r T F AD,E - x i='"R --.- } � di t � � tc� , � w'-"' lt;Cellt6Cv�4 t.�•^�u.� a '' x `�r�,,�y F•'- b2�` � d`y it 1 a� 4.. °i.. �,� '• '.,.},.1:'rs��c„s =b * �z �' :� �R�.P`�� �ti4D �01[! O�A'f1� }�Af�I.WT.QI��.` � r `� �, ?`F >• ��'���'�4 x`Y � . � .�'�` � �� 5A••�.Srt�'s .v."a F3�,,.a�a4�.+S er�,�-1.K's-`�<,s e.r rF;� '� '.. �a' :t.3 ,¢.��.&s§`+. ti�F,r ��iu.�. _.x I :1• .�'tr•+�:.s ..Yi's^.,e §�ti£ ..,,x.:t{Jy`lz yt.'=��.�x$,�=�•"���J� � s'II'V'sa.4' r, f 4� � , Barnstable Assessing Search Results Page 1 of 2 EXHIBIT B i i .1..... .... ... - .. 1Y..u.P.3:'a ..Ak?:.... ...ax .. Home: Departments:Assessors Division: Property Assessment Search Results 8 DONEGAL CIRCLE Owner: ATTLEBORO ENTERPRISES INC Property ketch Legend Map/Parcel/Parcel Extension 169 /070/ Mailing Address b ATTLEBORO ENTERPRISES INC 284 JOHN DEITSCH BLVD NORTH ATTLEBORO,MA.02763 2005 Assessed Values: Appraised Value Assessed Value Building Value: $167,000 $167,000 Extra Features: $2,500 $2,500 Outbuildings: $0 $0 Land Value: $78,500 $78,500 Interactive Property Map: Map requires Plug in: Totals:$248,000 $248,000 1 have visited the maps before Show Me The Map April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: ATTLEBORO ENTERPRISES INC 8/15/1996 10329134 $1 ATTLEBORO ENTERPRISES INC 9/15/1995 9850/204 $139,000 FERRARO,JOHN M 11/15/1989 6942/094 $ 160,000 FELDSTEIN,GINETTE 2323/11 $0 FERRARO, DIANA DTH CRT 9850/203 $1 Tax Information: Tax information is currently not available for this parcel Land and Building Information Land Building Lot Size(Acres) 0.57 Year Built 1970 http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Financ6/Assessing/As: 2/3/2005 arnstable Assessing Search Results Page 2 of 2 Appraised Value$78,500 Living Area 1992 Assessed Value $78,500 _ Replacement Cost$198,797 Depreciation 16 Building Value 167,000 Construction Details Style Ranch Interior Floors Carpet Model Residential Interior Walls Drywall Grade. Average Heat Fuel Gas Stories 1 Story Heat Type Hot Water Exterior Walls Wood Shingle AC Type Central Roof Structure Gable/Hip Bedrooms, 4 Bedrooms Roof.Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 8 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,500 $2,500 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) . BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN.Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FH.S .Half Story(Finished) SFB Semi Finished Living Area WDK Wood-Deck FOP. Open or Screened in Porch TQS Three Quarters Story(Finished) i http://wvwv.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance Assessing/A... 2/3/2005 Assessors map-and lot. number ......................................... ��/• �l/?2s- /C-S '7G 'SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Sewage.-Permit number ...................f?.................. . WITH ARTICLE II STATE EXHIBIT C . SANITARY CODAND E 'THE TOWN r M TOWN OF BAR SIPABLE ""�a Oul IING INSPECTOR A`PPLICATI&OR PERMIT TO . Xf0..... cl /../.D..).............................................. TYPE OF CONSTRUCTION ............................ ,f..... d...�� .�. ......�.�...110........I r - TO THE INSPECTOR OF BUILDINGS:. The undersigned hereby applies for a permit according to the following iinnffo"rmation: Location ....?........0../yQi. .,(9.1....... /..1..,...........�ll/..(,G -411.11:e............................................. Proposed Use ........ Iy ..........1 .. ll ......t�f..�lQ....... r�K....... ZoningDistrict ........................................................................Fire District .....................................::....................................... Name of .....FK;!Nddress &P.V. 0WO..f Az.....az)'.............................. `v me of Builderv ..N� f6/vI !!� .'�/6 ........Address ...... lY!�lr ..Q2f.Of i .......................� ...+. Name of Architect ................ ........................Address ..............4.. .........................e....l.....................:......... Number of Rooms Foundation ExteriorQOGI............................................................Roofing , J ?/l.A.K ............................................... Floors Interior ... !Ltp.�.l......... ....f..�.C.C........................ ;tr Heating ::!!.!! ... YN��S �. e�r...!J"!j.e....Plumbing 40O Ae:....E...Ekx: Fireplace G...........I...........................................Approximate Cost...... 8 //:.....Q .......... .......... Definitive Plan Approved by Planning Board ______I9_. Area ..X.O ...J.'. .......... Diagram of Lot and Building with Dimensions Fee ............................................ SUBJECT TO APPROVAL OF BOARD OF HEALTH } I K � � oJ�G C I 1 t�- K 1 her by agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. J Nam G.-/••��1� ..... 0l O(K °d `Assessor's Office(1st floor) Map. Parcel # �y33 t Conservation Office(4th floor)(8 30-9:30/1:00-2i00:� .� Da"Issued 9G Board of Health 3rd floor•)(8:15-9:3D/1:00-4:45� J s UST B Engineering bept..(3rd_floor) House# CE E'AND EXHIBIT D 17U�uv Ian ov y amm5 d 19 1S TOWN OF BARNSTABLE Building,Permit Application Project, ess $ 0 DO FGA-L. Village Gt= ✓U_E Owner R% U/' Address &-� jlf- ,0_73X "71,124r' Telephone 3-(03 00 N e—COLS 7/ Permit Request Af},-Th! eA/ C�oN dT -n P NDt ktP -CAWr2t 4,38 EZh *-/ 6`9OW,P 6h /.�i'/�O� �'D l�/'Rc�n.) /��'NDi�� R/a'/�'►Pf�Ck�-e� 4f .zN7�Nav,C. R.�f'c��l�� `First Floor squire feet Second Floor square feet Estimated Project Cost $ `O 0 DOD , Zoning District Pt:S- L' Flood Plain Water Protection Lot Size 0,0/49,0 Grandfathered? Zoning Board of Appeals A thorization Recorded Current Use S i�N 61 F�M 1 L� 1-}ow� 2_ Proposed Use s/f/VI`e Construction Type WOO !� �/} M`(-' Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type,: Finished Historic House N Unfinished �- Old King's Highway Number of Baths ' .Z No.of Bedrooms `7 Total Room Count(not including baths) S First Floor Heat Type and Fuel (::>t L- Central Air �`� S Fireplaces L t Sn N G Garage: Detached Other Detached Structures: Pool N?� Attached . Barn' Ny None L�- Sheds �'n Other �— Builder Information Name 1 Imp t—ti� 1ti1- �y'21J t'�3 r 4lC?2-Telephone Numb®r �/-b f3.3-��d 0 . Address 339 �)it�P GL �15. License# 0/9 90 4�- 7 M A y 2-"Zg O Home Improvement Contractor# R&9. Worker's Compensation#5m W 1-o SuPOLy. A,Az /"otATl7'-, A� 45'26 sui3TEc7- To • NEW CONSTRUCTION OR ADDMONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILLBE TAKEN TO SIGNATURE �"1� DATE 112-3 �I Q BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) _xuwN Ulf 13AR.NSTABLE t CERTIFICATE OF-OCCUPANCY t : I PARCEL ID .169 070 � GEOBASE ID 9556 ' ( ADDRESS 8 DONEGAL CIRCLE t Centerville ZIPNE .(401.)683-6300l t I LOT'- 53 BLOCK LOT SIZE IDEA DEVELOPMENT DISTRICT CO ( PERMIT 16679 DESCRIPTION BUILDING PERMIT #13 t 335 I ( PERMIT TYPE $COO TITLE CERTIFICATE OF OCCUPANCY I . .I l CONTRACTORS: i ARCHITECTS: Departmentof Health f , SY and Environmental�:Sorvices .1cl TQTAL FEES: 1 BAND $.00 . .. ( CONSTRUCTION COSTS $.00 I 753 MISC. .NOT CODED ELSEWHERE 1 PRIVATE P 1 I ( OWNER ATTLEBORO ENTERPRISES, AQUIVEST GROUP >t6: ADDRESS 2 BAYVIEW AVENUE t 1 PORTSMOUTH, R.I.. BUI G Iv t t BY DATE ISSUED 07/19/1996 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.E CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET( W ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF Ti- PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRER.*. FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION pN•I 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR pq (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2fipW ) 2 3 1 HEATING INSPECTTIIO APPROVALS ENGINEERING DEPARTMENT 44 2 ARD O EALTH .../ OTHER: SITE N REVIEW APPROVAL c WORK SHALL NOT PROCEED UNTIL PER IT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THI: THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR B) VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA -TION.` NOTED ABOVE. TION. No.'':1 40 — 1 13 THE COMMONWEALTH OF MASSACHUSETTS t'"teodi. P. 1 Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,,MASSACHUSETTS 0��(�' �l�llltation for Aligozal Opotem CCon0ruttlon Permit EXHIBIT F Application for a pemdt to Construct( )Repair(✓)Upgrade( )Abdo.( ) (]Complete System 219dividual Components Location Address or Lot No. ^On JG /� Owner's Nany.Adomm and Tel.No. Assessor a Map/Pareel installer's Name Address,and TeL No. Designer's Name,Address and Tel.No. Type of Building: 'J Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(_1W Other Type of Building t- �' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow JIM gallons per day.Calculated daily flow 1/4y gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Sod 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 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued B Health. Signed Date Application Approved by Date :Z=2,fl'•d d Application Disapproved for thje folio ' g reasons Permit No. %nr3a.— l Date Issued —' — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of CComVliaute 'r. THIS IS TO CERTIFY,that the On-site ewage Disposal System Constructed( )Repaired( 1/�Upgrade8( ) Abandoned( )by B at been constructed in accordance with the provisions of Ti e 5 and the for r Disposal System Construction Permit No. —dated Installer er The issuance of 1 not be construed as a guarantee that the sy -on as a ig Date Inspector i 1 ----+-------------------------LL--------- No. !�J%�D�t� F. THE COMMON*E'A1W.OVASSACHUSETTS PUBLIC HEALTH DIVISION-BARIVSTABLE,MASSACHUSETTS Movoml opstem Con.1truttion Permit Permission is hereby granted to Construct( )Repair( Upgrade( )Abandon( ) System located tit $ DO4g9®/ C-/rc and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. s Provided:Construction must be completed within three years of the date of this permit. Date: Z -' — d Approved by F RECEIPT Printed:03-01-2006 ® 11:08:58 BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 66297 Oper:ETTA Book: 20781 Page 329 Inst#: 12583 Ctl#: 664 Rec:3-01-2006 ® 11:05:25a BARN 8 DONEGAL CIRCLE DOC DESCRIPTION TRANS AMT --- ----------- --------- 1 ATTLEBORO ENTERPRISES PROPERTIES IN AFFIDAVIT County Fee $ 10.00 17.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 State/County pg adj 7.00- County Doc Copy -Man 11.00 Total fees: 86.00 Ctl#: 665 Rec:3-01-2006 ® 11:05:25a DOC DESCRIPTION TRANS AMT POSTAGE FEE County Postage Fee .50 *** Total charges: 86.50 CHECK PM 2078 86.50 I E TOWN OF BARNSTABLE LOCATION U O®',6-e,6 �q SEWAGE#p / Y VILLAGE L A.7 ea- 4,1�,tt, ASSESSOR'S MAP&PARCEL 4o7' INSTALLERS NAME&PHONE NO. �sTOr�- Ty SEPTIC TANK CAPACITYLEACHING FACILITY-FACILITY:(type) q"H:3 C (size) 40 rr4® 42 NO.OF BEDROOMS / OWNER PERMIT DATE: 3 —��'- ®w 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 rf � 3 s •Yj 30 1 I j _�,•�, Certified mail: NSA Town of Barnstable Regulatory Services Thomas F. Geiler,Director " + Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 3, 2006 George Spatcher,Jr PO Box 2348 Attleboro,MA 02703-0040 Re: Attleboro Enterprises Properties,INC 8 Donegal Circle Centerville, MA 02632 File No. 04-RE-120 Dear Mr. Spatcher: We reviewed the septic application information submitted by your office. The historical four bedroom permit documentation you submitted along with the affidavit filed with the Barnstable County Registry of Deeds will suffice in allowing for a 4 bedroom septic repair permit. However, our office cannot approve the disposal works construction permit as submitted. The following required information was not submitted in accordance with local Regulations and/or 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and the Town of Barnstable Health Regulations: 1. A completed "percolation test. and soil evaluation exemption form" was not provided (an exemption form is enclosed for your convenience) 2. The submitted engineering plan contained mathematical errors: A. Elevation of ESHGW(several locations on plan) B. Elevation of bottom of test hole. 3. Other Missing Information: "Redoximorphic features encountered at.a depth of "under Material Specifications. 4. Size of the septic tank not provided on engineering plan. 5. Location of water line(s)not shown on engineering plan. i Sincerely, I omas A. McKean, R.S. QA0rder letters\Septic\8 Donegal.doc i 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems.Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated ,concerning the property located at meets all of the following criteria: • This failed system is connected to a residential dwelling only. There are.no commercial or business.uses.associated with the.dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). B) G.W.Elevation +adjustment for high G.W. _ DIFFERENCE BETWEEN A and B SIGNED : DATE: NOTICE Based upon the above information,a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. gASeptic\peroexemp.doc. SPATCHER LAW OFFICES GEORGE I. SPATCHER JR. w.l," ' - ::.BRONSON,BUILDING ATTORNEY AT 9W 8 NORTH MAIN STREET,SUITE 403 , 1, 1 : POST OFFICE BOX 2348 DEBORAH A.SPATCHER ,r...: ,, ATTLEBORO_,,MA 02703-0040 EXECUTIVE DIRECTOR TEL: 508-222-9166 FAX: 508-222-0336 March 1,2006 Thomas A.McKean 's Director of Public Health Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Attleboro Enterprises Properties,Inc. 8 Donegal Circle Centerville,MA 02632 File No.04-RE-120 Dear Mr.McKean: Enclosed for filing,regarding the above-referenced matter,are the following items: 1. Application for Disposal System Construction permit 2. Sewer Disposal System Upgrade Design 3. Filing Fee of$150.00 4. Affidavit of Real Estate Zoning and Land Use The enclosed affidavit substantiates that the premises has contained four (4) bedrooms since it was expanded in 1976, and states that the statutes of limitations described in Massachusetts General Laws Chapter 40A, Section 7 have lapsed. Therefore, on behalf of my client, Attleboro Enterprises Properties,Inc.,I respectfully request that the application be approved and that the permit be issued as soon as possible so that the work can be performed without further delay. Wind River Environmental, LLC advises me that the designated licensed contractor will sign the application at the time the permit is obtained at your office. Please advise me if you have any other questions or comments, and advise me when the permit is ready to be issued. Based upon our prior conferences regarding this matter, the enclosed affidavit, which has been recorded at the Barnstable County Registry of Deeds, should resolve the issue of the' number of bedrooms and their pre-existing status. Thank you for your continuing attention and cooperation. Sincerely, , Spatcher Law Offices /eorgleSpatcher,Jr. Attorney at Law cc: Gerard T.Pilkington Claudia T. Krug Client File " 577 Main Street,Suite 110,Hudson,Massachusetts 01749 E Mail: ' 978562A500 Facsimile 978562.7255 E N V IjR O N M E N TA L TelephoneI wrenvironmental.com March 13, 2006 Thomas McKean, RS Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 . Re: 8 Donegal Circle Response to comments Dear Mr. McKean: Wind River Environmental submits our response to your comments regarding the septic design for 8 Donegal Circle. Our numbered responses below correspond to the comments in your letter dated March 3, 2006. The revised plan reflecting the changes in response to your comments is enclosed. 1. A completed "percolation test and soil evaluation exemption form" has been included with this letter 2. The ESHGW and bottom of test hole elevations have been.corrected. 3. The missing information under"Material Specifications" has been included. 4. The size of the existing septic tank has been added to the plan. 5. The water line has been added to the plan. Wind River expects that.this letter and the enclosed revised plan meet you requirements and would like to receive,approval at.your earliest convenience. Please call me if you have additional questions or comments.on this project. Very truly yours, WIND RIVER ENVIRONMENTAL, LLC p, Claudia Krug Engineer Cc: Attorney George Spatcher, Jr. /2006 17:09 5082220336 SPATCHER LAW OFFICES PAGE 04 Notice: This Form Is To Be Used For the Repok Of FARed Septic Systems,Only PMCOLA'f'llON'I'W AP6 SOIL.I&VALUAnON MMP'I ON FORM :2MC P .hereby that the engineered p1m signal by me dated aA-O& 2CUI concerning the properly located at oar&.- meets an of fe. fonowlag criteria: + This fm'kd system,n crnmeeted to a t+e dmtml dwonmg only. There are.no commercial or busivew asea associatedw&Ike dwelling • Tla+sod ie classified as C LMS I and the peacolatio n rate is less than or equal to 3 mfimtw per inch. The applicmrt may use hisrtmml data to c=lude this fact ormy conduct deep test holes andpetrdWoa tests at the site withoa a heap agent present. There w Imo morcase in flog andlor change in use.proposed + There are no variances requesed or needed.. + TheabvtWm of the proposwd leaching facility wilDc located no leis than five feet above the u=inu=adjusted gm=dwute r table eevatian.[Adjust the V otimdwatw table using t m Brims=tbod,when applicable] Flease wwplete the fQuwfflb . A) Top of Ground Swface Elevation(using CIS mforma6w) (P� Ocssoma&JONYy> B) G.W.Elevation +adjustment for high Q.W. DWFMt dCEBEMEENA and SIG14XD: DATE. NOTICE Based ulm the above information;a repair permit will be issued for bedrooms Maxim=L No additional bedrooms are w6afized in the More without engineered septic syat= Ply x 4a 14CIC0 Engineer: Ted P. Doucette, P.E. Wind River Environmental, LLC Wind River Environmental , LLC :"Al r 577 Main Strut, Suite 110 Hudson, Massachusetts 01749 978.562 ,4500 Disposal S : stem U rade Design for Sewage Y Upgrade 8 Donegal Circle, Barnstable', Massachusetts Rev 1. Added soil confirmation data. 02MAR05 Des By; TPA Date: October 27, 2004 Drn By: Scale: as noted Rev 2. Four bedroom design 13J'UN05 CTI Rev 3. Additional comments per. BOH 13MAR06 Dwg. No.: 2004- 153 Co 5v 0O-A? C i t SPATCHER LAW OFFICES GEORGE I. SPATCHER JR. BRONSON BUILDING ATTORNEY AT 9W 8.NO THFE2348 403 MAIN BOX DEBORAH A. SPATCHER ATTLEBORO, MA 02703-0040 EXECUTIVE DIRECTOR TEL:508-222-9166 FAX: 508-222-0336 March 16, 2006 Thomas A. McKean Director of Public Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Attleboro Enterprises Properties, Inc. 8 Donegal Circle Centerville, MA 02632 File No. 04-RE-120 Dear Mr. McKean: In response to your letter of March 3`d, regarding the above-referenced matter, a copy of which is enclosed, I have received a copy of Claudia Krug's letter of March 131h, with enclosures, a copy of which is also enclosed. Therefore, presuming that all requirements have been fulfilled, I am resubmitting the following items so that a septic system repair permit can now be approved and issued. 1. Application for Disposal System Construction Permit. 2. Filing Fee of$150.00. 3. Affidavit of Real Estate Zoning and Land Use. 4. My Letter of March 1 st. Please advise me accordingly. Thank you for your attention and cooperation. Sincerely, SPATCHER LAW OFFICES E George I. Spatcher, Jr. Attorney at Law Enclosures cc: Gerard T. Pilkington Claudia T. Krug Client File Vq, 577 Main Street,Suite 110, Hudson,Massachusetts 01749 E-Mail: ` R, '2 Telephone 978.562.4500 Facsimile 978.562.7255 E N V I R O N M E N TA L F I wrenvironmental.com March 13, 2006 Thomas McKean, RS Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 Re: 8 Donegal Circle Response to comments Dear Mr. McKean: Wind River Environmental submits our response to your comments regarding the septic design for 8 Donegal Circle. Our numbered responses below correspond to the comments in your letter dated March 3, 2006. The revised plan reflecting the changes in response to your comments is enclosed. 1. A completed "percolation test and soil evaluation exemption form" has been included with this letter 2. The ESHGW and bottom of test hole elevations have been corrected. 3. The missing information under "Material Specifications" has been included. 4. The size of the existing septic tank has been added to the plan. 5. The water line has been added to the plan. Wind River expects that this letter and the enclosed revised plan meet you requirements and would like to receive approval at your earliest convenience. Please call me if you have additional questions or comments on this project. r T Very truly yours, 7 WIND RIVER ENVIRONMENTAL, L L C I Claudia Krug r Engineer Cc: Attorney George Spatcher, Jr. I PostalS. 'CERTIFIED MAILT. 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Internet access to delivery information is not available on mail addressed to APOs and FPOs. CC l lkz. w 40W No. THE COMMONWEALTH OF MASSACHUSETTS EE _ BOARD OF HEALTH - OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ' Application for a Permit to Construct ( ) Repair (" Upgrade ( ) Abandon ( ) - ❑Complete System [*dividual Components BCD 'a�1D.��,}.�t7@X&e (� ktc ���j p�� A Location Z ,\ ,1�XA. IKw V Ame ,V. k&um mp Map/Parcel# Address Lot# ,;AXTj Installer's Name c Desi ner's N;f e (�� i1n.' U 1) Address Address Telephone# Telephone# Type of Building: Lot Size ';t4,B2PA Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (i�) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow 0 LA4( gpd Design flow provided gpd Plan: Date 2: OCk 014 Number of sheets t — Revision Date 1 Title �ed " ISM0- 1,Sri 4 U Dritb.�L - �—` �' aR ZL��,Nl Description of Soil(s) c Soil Evaluator Form No. I1 t2 Name of Soil Evaluator` P1)Wy*, ,EC Date of Evaluation 5F 04 DESCRIPTION OF REPAIRS OR ALTERATIONS;.kffi 412 C CA nn CC, N �R,� �(�il� `!A 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. Iu1 Ins ec 'o s l ° FO M 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at 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. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W Homs&WARREN TM PUBLISHERS- BOSTON No. ..,. THE COMMONWEALTH OF MASSACHUSETTS /FEE ? �'• BOARD OF HEALTH F . 1� Y� OF :f. . APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTIONMERM-1§ + • , w ' t pplication for a Permit to Construct ( ) Repair (A Upgrade ( ) Abandon ( ) - ❑Complete$ysteni [Andividfial CIM66.Ptss 4 Location Ow s N me '' Z�4 1 cLon De i�� �y��-N: el�a�. 0��3 1 Map/Parcel# Address Lot# Telephone# Installer's Name W\n i .^ esigner's Natnn o niq Address Address` Telephone# ,+ Telephone# �W 1''1"ype of Building: 4 Lot Sizer'�4•� Sq.feet i Dwelling—No.of Bedrooms Garbage Grinder (�) Other—Type of Building No.of persons f Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) gpd Calculated design flow to�1� gpd Design flow provided gpd Plan: Date 21 OGA 014 Number of sheets I Revision Date 13\uy)C6 Title " V St lQ-W&-m k Q v Cv1Sco P Nl Description of Soil(s) 1, �y,A C' / Soil Evaluator Form No. 1\ W1 Name of Soil Evaluator S& Wjte*,K- Date"of Evaluation cat\C-n OA 1 � DESCRIPTION OF REPAIRS OR ALTERATIONS 11M MO 49- t_ �l� �{IPI�'� -�-nn.;�Yl� to (c E(6C. y--,ce 3&f 6, ,3\n C M(2 15.QU 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 \I ) 1 i�/UC (k�'d(1_J,AA J �,we Date Insjlections FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at 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:*-, °� dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96, No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W Homs&WARREN TM PUBLISHERS- BOSTON r` t Memorandum ENVIRONMENTAL To: Barnstable Board of Health From: Claudia Krug Date: September 1, 2005 Re: 8 Donegal Circle Septic Design Plan We are sending you two copies of the septic design plan for 8 Donegal Circle in Barnstable for your review and approval,as well as the Application for Disposal System Construction Permit and $150 plan review fee. Should you have any questions please do not hesitate to contact me at 978.841.5141. i ILL �i W � • a T Stanton, David From: Stanton, David Sent: Monday, August 15, 2005 10:08 AM To: 'Doucette, Ted' Subject: RE: 8 Donegal Hi Ted, I am not aware of that. The director is out this week, so I probably cannot answer until he is back next week. If you could please send us the documentation stating that it is ok to have 4 bedrooms, that might expedite the process. Our fax number is (508) 790-6304. Thanks, David -----Original Message----- From: Doucette, Ted [mailto:tdoucette@wrenvironmental.com] Sent: Monday, August 15, 2005 9:55 AM To: Stanton, David Subject: RE: 8 Donegal David: Thanks for the update. I will take care of everything as you stated and send you a new application with the permit, fee etc... My client told me that they were successful in getting the house deemed a four bedroom. Can you confirm that? Ted Ted P. Doucette, P.E. Mind River Environmental, LLC 577 Main Street Hudson, Massachusetts 01749 ph 978.841.5141 fax 978.567.0728 -----Original Message----- From: Stanton, David [ma ilto:David.Stanton @town.ba rnsta ble.ma.us] Sent: Monday, August 15, 2005 9:52 AM To: Doucette,Ted Subject: RE: 8 Donegal Good Morning Ted, Thanks for the update. We do have the application, however, we will need a new one, as the old one has the disapproval on it. We will also need new plans that show a design for 3 bedrooms, and a 3 bedroom deed restriction. Also, the perc test and test hole results need to be shown on the plan, and a perc test exemption form attached if it was not witnessed by the Town. If a perc test was witnessed by the town, the P number assigned by the Town needs to be on the plans. As for the fee, I believe the check was marked "void"and returned to your office. We never issued a permit number, as it was not approved, so the check should not have ever been cashed by the Town. If the check was cashed by the Town, we would need a copy of the cashed check, but again, I believe it was marked "void" and returned. The check would be over 6 months old and not valid anymore. Thanks, David W. Stanton, IRS -----Original Message----- 8/15/2005 C1 49* From: Doucette,Ted [mailto:tdoucette@wrenvironmental.com] Sent: Monday, August 15, 2005 9:16 AM To: Stanton, David Subject: 8 Donegal David: Do you need a plan and application for 8 Donegal Road? I know the lawyers have been working on this for a while,and we could not get the four bedroom system approved until they were done. Now that the room count has been settled, I cannot remember if you have the plan and application. I remember that the fee has been paid. As soon as you let me know we can send whatever you need. Thanks. Ted Ted P. Doucette, P.E. Wind River Environmental, LLC 577 Main Street Hudson, Massachusetts 01749 ph 978.841.5141 fax 978.567.0728 8/15/2005 Health Complaints 21-Apr-05 Time: 10:35:00 AM Date: 4/20/2005 Complaint Number: 18036 Referred To: DAVID STANTON Taken By: SHARON CROCKER Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 8 Street: DONEGAL CIRCLE Village: CENTERVILLE Assessors Map_Parcel: Complaint Description: CALLER SAID ONCE A WEEK, EVERY WED, THE ABOVE ADDRESS IS BEING PUMPED. THIS HAS BEEN GOING ON FOR QUIET A BIT. i Actions Taken/Results: DS CALLED COMPLAINTANT TO LET THEM KNOW WE ARE AWARE OF THE SITUATION, AND THAT IT IS GOOD THEY ARE PUMPING IT OUT ALL THE TIME. ONGOING ISSUE, AS AN EXTRA BEDROOM WAS ADDED ILLEGALLY, AWAITING ATTORNEYS TO STRAIGHTEN OUT SITUATION, MOST LIKELY WITH DEED RESTRICTION, AS THE SAME OWNER ASKED FOR MORE BEDROOMS IN THE PAST, AND WAS DENIED BY TM AS IT IS IN THE ZOC. Investigation Date: 4/20/2005 Investigation Time: 3:25:00 PM 1 SPATCHER LAW OFFICES Itl I GEORGE I. SPATCHER, JR. BRONSON BUILDING ATTORNEY AT LAW 8 NORTH MAIN STREET, SUITE 403 POST OFFICE BOX 2348 DEBORAH A. SPATCHER ATTLEBORO, MA 02703-0040 EXECUTIVE DIRECTOR TEL: 508-222-9166 FAX: 508-222-0336 November 19, 2004 David Stanton Health Agent Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Attleboro Enterprises, Inc. 8 Donegal Circle Centerville, MA 02632 File No. 04-RE-120 Dear Mr. Stanton: . = Pursuant to our telephone conference of November 10, regarding the above-referenced matter, I have reviewed the preliminary information that you faxed to me on November 10. Please advise me what needs to be done next from a legal perspective to clarify the number of bedrooms, the number of occupants, and to obtain approval for the proposed new septic system with increased capacity. I understand that you will be on vacation during the week of November 22, and will be returning on November 29. Thank you for your attention and cooperation. Sincerely, SPATCHER LAW OFFICES George I. Spatcher, Jr. Attorney at Law GIS:arm cc: Gerard T. Pilkington Client File No. �d1Cb — l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS � Zipplication for Mtg o ar 6pelem Conotructton Vermtt Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) O Complete System PI;dividual Components Location Address or Lot No.� f t „ / Owner's Names Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. < Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( � Other Type of Building MS. No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 17-1140 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank / Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7-- `2 L`� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued IN t i Board Health. Signed Date Application Approved by Application Disapproved for t e follo ing reasons Permit No. SOe" -- f t Date Issued No. �.DmC� ( �, \\ r v Fee 111 THE COMMONWEALTH OF MASSACHUSETTS .Entered in computer: IYI Yes 1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pprication for Miq of *pgtem Congtruction Permit Application for a Permit to-Construct( )Repair( V)Upgrade( )Abandon( ) El Complete System Ckidividual Components Location Address or Lot No. /G;JrC�� Owner's Name Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No., Designer's Name,Address and Tel.No. 77 � 9 Type of Building: 1/ Dwelling No.of Bedrooms - Lot Size sq. ft. Garbage Grinder( 17� Other Type of Building e✓`% G'y1G� No. of Persons Showers( ) Cafeteria( ) Other Fixtures yea Design Flow �/� gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank / ° Type of S.A.S. y'r4�`os Description of Soil X Z Nature of Repairs or A-iterations(Answer when applicable) L/7'If /- .-,Zi i Date last inspected: Agreement: ., The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance,with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has,been issued b thi Board o Health. Signed Date Application Approved by Date .. . (Ln Application Disapproved for follo ng reasons Permit No. 2�,noc, — r I Date Issued THE COMMONWEALTH OF MASSACHUSETTS ��j /�—Q 7e BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site ewage Disposal System Constructed( )Repaired( k<Upgraded( ) Abandoned( )by at F has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 20ZL// !7 —dated Installer Designer !� The issuance of; / all not be construed as a guarantee that the sy t unction as desigdel Date / Inspector t s _ 07u � •�..1� -------------------- ---- No. Fee �I THE COMMONWEALTH OFXASSACHUSETTS PUBLIC HEALTH DIVISION - BAR14STABLE} MASSACHUSETTS MiZpogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(Upgrade( )Abandon( ) System located ati OrIGJ9/�' C/I^G �" and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: - — Approved by ,V � TOWN OF/BARNSTABLE LOCATION A0,00)e9Q1 C14e— Cn SEWAGE # 2-04W //0 V I LADE CeW ie�Vllle- ASSESSOR'S MAP & LOT / l'-e,;W INSTALLER'S NAME&PHONE,&O. SEPTIC TANK CAPACITY 4 AM LEACHING FACILITY: (type) .ZA0, 1{rc 3 �� (size) /O x yV:>4-a NO. OF BEDROOMS BUILDER OR R elje lO !F /f'j�PeS PERMITDATE: COMPLIANCE DATE: 00 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility f 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 �C, ' . s �r �,..t T } �. s � r lq, O 30, �� k �rQ�l , r S► � ye �a,e ,o, F U6l99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERNEIT(WITHOUT DESIGNED PLANS) L kk--L 7 tT latter l , hereby certify that the application for disposal works construction permit signed by me dated Z�/81�� concerning the property located at G&I-11-enI 161 meets all of the following criteria: F/ The failed system is connected to a residential dwelling only. There are no commercial or business /es associated with the dwelling. Y The soil is / classified as CLASS I and the percolation rate is less than or equal to � minutes per ca. There are no wetlands within 100 feet of the proposed septic system V There are no private wells within 150 feet of the proposed septic system There is no increase in flow and/or change in use proposed V There are no variances requested or needed. The bottom of the proposed leaching facility will not be located less than five feet above the ma..dmum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor /method when applicable] M/ If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14) feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface EIevation(using GIS information) ] B) G.W.Elevation Z5r+the MAX.High G.W. Adjustment. Z, 7 = Z 2' DIFFERENCE BETWEEN A and B SIGNED : DATE: [Sketch proposed plan of system on back]. q:health folds.art t No. THE COMMONWEALT I OF MASSACHUSETTS FEE BOARD OF HEALTH (O — OF `(3Q- yye*o ''�1e_ APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair (1)�) Upgrade ( ) Abandon ( ) - ❑Complete System ®Individual Components `Do �� Eh ocation ( 1 wn is N�e.p ,A 21 3 V�/parcel# 1 Address Lot# Telephone# Installer's Name Desig er's Name Address C} Address Telephone# Telephone# Type of Building: �&&I(L Lot Size 1ES2jot Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (0) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 440 gpd Calculated design flow (04 gpd Design flow provided gpd Plan: Date D& 2�,LLG©Ll Number of sheets ) Revision Date Title_5 o- T5►5 -�52 S�a�: 0 pg- rr�-'�i,e� 16c %Do,ne-y.L Cirdr 1'a r1,n 5� Ie HA Description of Soil(s) S� Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 1Mr CL/_Xe C L)rre_✓+ 5w'4M !�- 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 Date Inspections FORM I - A ICATION FOR D1 DE APPROVED FORM 5/96 4 , No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at 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. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 -------- ------------------- ------- --------------------------------------� No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W Homs&WARREN TM PUBLISHERS- BOSTON 1 ,� 1 No. THE COMMONWEA'LT-A OF MASSACHUSETTS FEE BOARDF HEAETH- . h OF �( � APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair Upgrade ( ) Abanndon' ( ) - ❑Complete System E Individual Components DOn ew- Ccrc_.�'e-. Eh-e-rp r 1ST III(- !�0 \ocation V 1 MJ1/ W� IJ�V rs Narno (\J. �t�rDYU MA U2t (03 ll I �MaVrcel# Address LT V'1(J ' Lot# Telepr�hone# Installer's Name' Des`igyo,''s,N,aame M. R4C1 Address Address Telephone# Telephone# Type of Building: 3Naty-)Ire- Lot Size re y, 9)261 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder (lJ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) LN 0 gpd Calculated design flow (0�� gpd Design flow provided gpd Plan: Date DCk 2:_� 2d0t-1 Number of sheets 1 Revision Date Title t�e�_ )rv. tv- S-Donear,(. C(Ircle rrls bl� HA Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 1V1C r�r�ne CcF t�U�� c� r urrcnk 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 Date Inspections " ' r' i t11\ r t t FORM 1 -.APP' 'LICATION FOR DSC � DEP APPROVED FORM 5/96 / No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH . CERTIFICATE OF COMPLIANCE , Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at +` 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. dated Approved Design Flow --(gpd) Installer Designer: Inspector Date T, The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 F No. THE COMMONWEALTH OF MASSACHUSETTS FEE ` BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS a WARREN TM PUBLISHERS- BOSTON 05/08/1996 1�: 10 5087901578 J P MACOMBER & SON PAGE 01 12, tt/DrAw AUK - M� , S' 1996, DATE._ r:, srrt��r, � PROPERTY ADDRESS:_8_ g4t1 C,irrle------- 9 _ r_,• -- Centerville,Mass. 02632 ----------------- On the above date, 1 inspected the septic system at the above address. This system consists of the following: A. 1 -1000 gallon septic tank. B. 1 -distribution box. C: 2-1000 gallon leach pits. Based on my Inspection, I certify the following conditions: A. This is a title five septic sytem. ( 78 Code ) B. The septic system is in proper working order he.P v at t re P 9 sent time. P SIGNATURE: _ • Name:_j-P_ Macombgl`jr--T --- Company:J.P_Macomber & Son—Inc. Address:_R;& 6 6-------------- Centerville,Mass . 02632 Phone:----s o 8-71-5.-.113-8------- THIS CERTIFICATION WOES NOT CONSTITUTE A GUARANTY OR WARRANTY F P. MACOMBER & SON# INC. an ks•Cesspools•Leachfields Pumped i InstalledTown sewer Connections 66 Centerville. MA 02632.0066 775.3338 775.641.2 05/08/1996 15 id 6087901578 J P MACOMBER & SON PAGE 02 7 BUSSURFACE 6EVA0V DIS " SAL &YC; 4 YNBp$CTIpH FORK , Address of property g L�7o,u�� , , Owner's name �" '��"`' ('. _N-�Yju_5 Date of Inspection MAY 61 t 0fjnI i '; o,ippeaarri PART A CHECXLIBT Check it the following have been done: Pumping information was rc-;ue; ed of th- Health. owner, occupant, and board vt 'None of the system components have been ;- sm ed for a t leasand,.the system has been receiving normal flow rates duringtthat Meeks Pe;iod. Large volum—s of water have not been introduced into the System recently or as part of c;::is inspection. v As built plans have been o...ta' nn available with N/A. -d and examined. Note if they are not The facility ,or dwelling u•.. ., i,,;pected z signs of sewage back-up, The site was inspectnd for of All system Component -- the vsite. e been 1 - .ated on the The septic tank manholes w1-•e rn^overed , ���ned an! the interior the septic tank was iilspec Condit .' of baf f 3 es ori toes, CZ oateria depth constru-t i on, �' ; „ns , d•. of Iiq�:: ,j , depth of Sludge# Pt of sc. .. The site and Iocaticn of tun • ' cn ti�on -existing in•format_.,,7 t has been determined based or :,may :_. ,.n-intrusive methods. The facility owner (Gr;3 occ.�:,_,z.. if c, Provided with information on the ro-proper r: i ' �nt from owner) were P P ntenance of SSDS. - - �., . B SUBSURFACE SEWAGE DXSPOSAL SYSTEM INSPECTION FORM PART S ♦ SYSTEM INFOR-KATION FLAW CONDITIONS If residential OVUSF- wa.s L-C ,<ZO eC_uL:D h4CrT ExC-r 1114 V-4 t coe_tfVG T kp-U vU rL:Cts-%lS T A-Norap TT A G Fcb4.Wua p '. 3 number of bedrooms �— number of current residents garbage grinder, yes or no °.,,. laundry connected to system, ye, cr no- seasonal use, yes or no ;,-OE Atom If nonresidential, calculated flow: c /93 57 ✓ 3�2��a aP9 74 ! goS6Po F- 4�H-rn Water meter readings, if available: 7 Last date of occupanc;- GENERAL Pumping re-cards and source of informG:.icn : �7" LA�T ?u v-,Legn �lsIQ (t, ty %)s 1�0 System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of system JL Septic tank/distribution box/_ •rption system �<I tjjj Zru0 P tT Single cesspool overflow cesspool Privy Shared system (yes or no) ( if- ,, - , attach previous inspection records, if any) other (explain) Approximate age of all components. ..called, if known. source of information: Ju F-vu PST 199 k1 D Sewage odors detected when arr= :. :. the site, yes or no 60 39dd NOS T 839WODVW d f 849I06L809 01 :91 966T/80/90 05/08/1996 15:10 5087901578 J P MACOMBER & SON PAGE 04 SUBSURFACE SEWAGE DISPOSAL 8YSTEx INSPECTION FORM PART B '- ►� sYSTEx ZNFORxATION Continued j SEPTIC TANK: 1C O (locate on site plan) depth below grade:` material of conserQction: .,concrete etal _FRp other(explain k. �. 'dimensions: -8� K 4'— • • sludge depth distance from 'top of sludge to bottom of outlet tee or baffle scum thickness " distance from top of scum to top of. outlet tee or baffle dlstance, from. bottom of scum to bottom of outlet tee or baffle. Comments: (recommendation for pumping, condition of inlet and outlet tees or baffl depth of liquid level in relation to outlet invert, structural integrity,es, evidence of leaks e, recommendations for repairs etc. �/ T`t b e.V G LO PFI P ��� I��O�T 1.(�E lit P 1 C� DISTRIBUTION BOX: (locate an site plan) depth of liquid level above out let invert " ' Comments: (note if level and distribution is equal, ev Bence o leakage into or out of bx, ecommendationence of sfordrepaicarrs, *toy PUMP CHAMBER:_ (locate on site plan) PUMPS in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances recommendations for maintenance or repeirs,etc. ) ' 05/08/1996 15:10 5087901578 J P MACOMBER & SON PAGE 05 l0 6088URPACE SEWAGE DISPOSAL 8YSTEK YNSPZCTION PORH PART 8 k} • SYSTEK I"ORKAT1ON continued SOIL -ABSORPTION SYSTEM (SAS) : _ (locate on Site plan if possible; excavation not required, but may be approximated by non-intrusive methods) " If Aat determined to be present, explain: . . T --� ri its and numbs �o2 ?Lms lo= Q=tkL &3g RAIN' ng c a ers an number y�,-�- M S leaching galleries and number Per -fi LN L F4- � leaching trenches, number, length leaching fields, number, dimensions overflow cesspool, number Comments: (note Condition of soil, signs of hydraulic failure, level of pondiAg, , • co dition of vegetation, recommendations for maintenance- or, repairs�etc. ) CESSPOOLS (locate on site plan) : r� number and configurationd depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of ,cesspool materials of .construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: . (note condition of soil, signs of hydraulic failure, level 'of ponding, condition of vegetation, recommendations for maintenance or repairs,atc. ) PRIVY: (locate an site• plan) materials of construction �Ao kA z dimensions depth of solids Comments: (note condition of soil, - signs of hydraulic failure, - level of•ponding, condition of vegetation, recommendations for maintenance or repairs,etc. )' 05/08/1996 15:10 5087901578 J P MACOMBER & SON PAGE 06 SEWAGE DZ9 ^r+r AYfiTP,M INSPECTION FORM BYSTEM YNi . .:;tinUed SKETCH 0r n)SPOSAL SYSTEM: ' include ties to ' at )east twa ermanr. - ' P references landmarks or benchmarks loaata . ,?� .we11 iV'ihin ;.00.v �_ ;. Aau7 yr 'k or~/I n V. I DEPTH TO CROUN L'•• _ -•ice_ dept, t(7- s�crn�'•.:titer mat od o d terr n or a NE PProxima - 05/08/1996 15:10 5087901578 J P MACOMBER & SON PAGE B'T-- 12 r , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION PORK FART C FAILURE CRITERIA J Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances . If "not determined", explain why. not) �D Backup of sewage into fac' ? ^ SF- RAJAS Loci aD 4, "OT 1� f`�a Discharge or ponding of effluent to the surface of the round or surface waters? g Static liquid level in the distribution box above outlet invert? Liquid depth in cesspool <6" below invert or available volume< flow? 1/2 day "'a -� Required PUMping 4 time s or more in the Last year? number of times pumped K10 Septic tank is metal? cracked? infiltration? substantial ? exfiltrationatanklly ufailure imminent? al • �o Ys any portion of the SAS, cesspool or privy: below the high groundwater elevation? X10 within 50 feet of a surface water? p within . loo feet of a surface water supply water supply? pp Y or t ributary to a surface M0 within a Zone I of a public well? within 50 feet of a bordering vegetated wetland or (cesspools and privies -only, = the SAS) . salt marsh MO within 5o feet of a private water ter supply well. �p less than 100 Vfeet but greater than 50 feet from a private water supply well with no acceptable water quality, analysls? If the Well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile grganic compounds, ammonia nitrogen and nitrate nitrogen. 05/08/1996 15:10 5087901578 J P MACOMBER & SON PAGE 08 r • i G e THE COMMONWEALTH OF MASSACHUSIeTTS BOARD OF HEALTH TOWN OF BARNSTABLE �f - .c7, 30.00 No... Fss........ .. .. Permission is hereby g'rattted............ .t.P.MaC om..........Jr................................ ................... ............................... to Construct ( ) or Repair ") an Individual Sewage Disposal System at No........ gn.OAgle...Qirclg....CP.rat 0.xyi-11P......................................................................................................... Street 9 as shown on the application for Disposal Works Construction Permit No..lc3 ?e. Dated.......................................... ............................... .i...: ...................................................... J + ll0, a! ltcalt4 DA'TE............ e. ..7.......... ...................................... FOORM$6804 HOBS•MARRUK tNr_PUaUSHSR3 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OR BARNSTABLE (gertificate of Complianct THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX) by.... .J.,PMa.comber Jr. .......................................................................................................................................................................................................................... ac ...._.... _.Doneagle....Crc.le....Cen. . '.Y..j.�.�,q... .. . ..................................................................................................................... .... ........ has been installed in accordance with the provisions of TITLE 5 (4 The State Environmental Code as described in the application for Disposal Works Cunstruction Permit No. ....... 7..3..4_10,.......... diced .............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................�,5•••.�...1.1.�•�,�,�........................................... Inslarctor .................. .t... .................................................:................. I �a 5067901578 w 1 r y SUBSURFACE SEWAGE DISPOSAL INSPECTION FORM PART ID Inspector : Peter Sullivan PE CERTIFICATION Location : 8 Doneagle Circle Centerville Date : May811995 Certification Statement I certify that I have personally inspected the sewage disposal system at this address and that the Information reported is true, accurate and complete as of the time of inspection. The Inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience in the proper function and maintenance of on-site sewage disposal systems. I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15.303 . Any failur criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. Please note the summary of recommendations as presented in this form. Am truly your leter Sullivan PE Distribution: Buyer Original to system owner Board of Heath oa SUUIVAR NO.29733 �b ONAL _Z ;C�JIA5� `� ' y � 2 - S� ,OF1ME � Town of Barnstable � Department of Health, Safety, and Environmental Services anRNsrAeS. MASS. Public Health Division �e39• .� A�EDMR�& 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKea FAX: 508-775-3344 Director of Public August 5, 1996 Mr.Don Cappelletti 157 Shootflying Hill Road Hyannis,MA 02601 RE: 8 Donegal Circle,Centerville Dear Mr.Capalletti: I am in receipt of your letter dated August 1, 1996 requesting approval to utilize four bedrooms at 8 Donegal Circle Centerville. According to the records kept at the Town of Barnstable Public Health Division Office,a repair was made to the onsite sewage disposal system on May 17, 1993,due to a failed leaching pit. Therefore a second leaching pit was installed. The disposal works construction permit dated May 17, 1993 stated there are three bedrooms in the dwelling,not four. Also,the septic system was inspected by Peter Sullivan,P.E.and Joseph Macomber,Jr.on May 6, 1995. Page eight of that report states there are three bedrooms in the dwelling,not four. In addition,this parcel is located within a groundwater protection(GP)district and this lot is less than one acre in size. The Town Ordinance listed as Article XLVII. REGULATION OF WASTEWATER DISCHARGE specifically states"the maximum allowable wastewater discharge from new individual on- site sewage disposal systems shall not exceed three hundred and thirty gallons per acre per day." This is equivalent to a three bedroom dwelling. Therefore,no more than three bedrooms are authorized at this site. However,six(6)individuals could reside in a home consisting of three bedrooms. I do not object to your request to place only four occupants in this home. E y yours, A.McKean,R.S.,C.H.O. Director of Public Health J 1 l \ J l vk 1770 77- \r `�\...) - .�, ' \� �ate.°� ' �l \'. ♦ ., ``` \ � � \ , .� \ 05108!1996 15:10 5087901578 J P MACOMBER & SON PAGE 01 oil ! 5 DATE:_.sL6.L9 -'yam PROPERTY ADDRESS:A-W=01,q96' Centerville,Mass. ______ 02632 ' On the above date, I Inspected the septic system at the above address. This system consists of the following: A. 1-1000 gallon septic tank. B. 1 -distribution box. C: 2-1000 gallon leach pits. Based on my inspectlon, 1 certify the following conditions: A. This is a title five septic sytem. ( 78 Code ) B. The septic system is in proper working order at the present time. SIGNATURE: _ _ • Name:_J,P_ Macombgr,. Jr-___-__ Company: J.P.Macomber 8 Son Inc. Address:_,gox 66_____—,-___—__ Centerville,Mass. 02632 Phone:__- 08-?1.5.j.1X__---- THIS . CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY • rP SEPH P. MACOMBER & SON, INC. Tan ks•Cesspools•Leechilelds Pumped s Installed Town Sewer Conneotlons . Box 66 Centerville. MA 02632.0066 775.3338 775.6412 UUf UU7 1JJU ._. .. _ 7 BUSBURFACE SEWAGE DIS". SAL BYC -"fit XXOPUTI0N FORK , Address of property Owner's game oat* of Inspection MQ 6, tCXD p►a���,ol �; �,�p�pe1.��7''ri PART A CBECKLYBT Check it the following have been done: a Pumping information was rc;•vc= ed of tt-,- owner, occupant, and Board of Health. -None of the system cvmponent's have been ; -imped for at least two weeks and.the system has been receiving normal flow rates during that pe;iod. Large volum-s of water have not been introduced into the system recently or as part of t,:;is inspection. v As built plans have been chtaiJrad and examined. Note if they are not available with N/A. No NawB WAS I CX r Co . �.. The facility ,or dwelling �. .. .; il,;pected z signs of sewaq* beck-up, The site was inspected for ^ ; ,^ , !t of bre , ..%.Owl. All system component --. , excl... ... :; site - tt c s;.. :••,,B been 1=cated on the The septic tank manholes w�'-p 1—overed , P ^ened, and the interior of the septic tank was inspec: . condit.: i of baffles or tees, fiaterial of constru. , on, r' ^rs d~ of liqu-' J , depth Of sludge, depth of sc_ . The size and locaticn of tu ,% on -existing in•formac_ ;;, cm t•�,P has been determined basedor n-intro,iv maw a methods. The facility owner (u:;d oc;.u � if . ant from owner) were proper r;%-intenance of sSD9. provided with information on the 7 IF mill C t S h • •.�r� •_ 1 ice! +w.. C�11� � -:C.Ut���,�,�� . 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART 8 SYSTEM INFORKATION FLOW CONDITIONS If residential VkOUSF. �uAS ". (-<ED eCA-;,L V h4CM CxC-t-" t�0144 EVS e, S� LCOICA ;IG T{QU Wc,a iL: 5 -Z A-4TW 71t G Fb4Wvt./ 3 number of bedrooms �— number of eurrenb residents AFL garbage grinder, yes or no laundry connected to system, yen, cr no- seasonal use, yes or no Ate 1.'( E If nonresidential, calculated flow: c /93 37 ✓ 3i���� °�' ,Z193 -r4 A-:p 4oS 6Po 4�� water meter readings, if available: ICA Z4� G� o1G uo LAw e- &i % #U Cja-1o" 12194 7 Last date of occupanc;- GENERAL ' ." ''.IATION Pumping re ords and source of informu:.icn : _ !�o System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of System Septic tank/distribution box/s• ' : •-ption system Nd t"("{ Zruo P IT Singla cesspool Overflow cesspool Privy Shared system (yes or no) ( i : •. - , attach previous inspection rscords, if any) . other (explain) _ Approximate age of all components. ..Called, if known. source of information: kD Sewage odors detected when arr:•, : :. - -:t the site, yes or no 1 1 rr r,T •r'T nrC T Ind Irn U.ji QJVi lJJU I J. 1 _t SUBSURFACE SEWAGE DISPOSAL 8YSTEH 1NSP$QTION FORM PART B SYSTZX INYORKATION Continued , .� SEPTIC TANK: IWO (locate on site—plan) depth below grade: Gam, material of constrdction: concrete metal _„FRA "_other(vMlain) � K dimensions: K 4 Sludge depth _. distance lrom 'tap of sludge to bottom scum thickness of outleti tee or DAtl1• distance from top of scum to top of. Outlet toe or baffle —. .distance. from. bottom of scum to bottom of outlet tee or baffle. Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for re airs etc. V 4eV E1� f.��T 1•! 11f� i DISTRIBUTION BOX: (locate on site plan) . depth of . liquid level above outlet invert " Comments: (note if level and distribution is equal, evidence of solids carryover,ev dence o leakage into or out of box, recommendation for repairs, PUMP CHAMBER: (locate on site plan) - pumps in working order, yes or no Comments: (note condition Of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs,stc. ) kj/ Ubi 1J. lu __L SUSSURPACE SEWAGE DISPOSAL SYSTtX INSPECTION PORK PART B k SYSTEX INYORUTION continusd / SOIL -ABSORPTION SYSTEM (SAS) :v (locate on site plan, if possible: excavation not required, but may be approximated by non intrusive methods) " If not determined to be present, explain: , . T ' in its and numbs 2 Pers loco QI�C.Loog �{� each ng c a ' ere an number leaching galleries and number 4 leaching trenches, number, length IV leaching fields, number, dimensions overflow cesspool , number . " Commentss (note condition of soil, signs of hydraulic failure, level of pondirig, . - ca dition of vegetation, recommendations for maintenance- or.- repairs etc.) �LcN=A Gown) CESSPOOLS (locate on site plan) : number and configuration d�.l depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of ,cesspool materials of .construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level o! ponding, condition of vegetation, recommendations for maintenance or repairs,atc.) PRIVY: (locate on site• plan) materials of construction dimensions depth of solids Comments: (note condition of soil, - signs of hydraulic failure, - level af.ponding, , condition of vegetation, recommendations for maintenance or repairs,etc. )-•. ' Uj, Lu, 1JJIJ 1]. ^E SEWAGE DYBP�r%t, Ayp"M INSPECTION PORK SYSTEM XXr, ntiIIUeQ SKETCH OF SEW,,CFDISPOSAL SYSTEM: ' include tiQa to ' b►t )east two permanc7t r` , fezenGes landmarks or benchmarks locate .+;?l .weii Wthin 5r-X -r i 1 �4C- , • o s DEPTH TO deft' to, 5 '0Unc!•.:ater mat od o ten. : .- 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM IN8PECTION FORM PART C rAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If I'not determined", explain why. not) Backup of sewage into facility? ' 4-6ubr_ \a1gg LOC-46D 4, COO(rC "OT Discharge or pond'ing of effluent to the surface of the ground or surface waters? ` ' Static liquid level in the distribution box above' outle v t invert? Liquid depth in cesspool <6" below invert or available volume< 1 I day y -NN. Lo Required pumping a times or more in the last ear? number of times pumped y Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? O Ys any portion of the SAS, cesspool or privy; below the high groundwater elevation? within 50 feet of a surface water? p within . 100 feet of a surface water supply or tributary water su 1 p Y Y to a surface Pp Y• M0 within a Zane I of a public well? within 50 feet of a bordering vegetated wetland or salt ma (Cesspools and privies -only, Lt the SAS) ? marsh r�C7 within 5o feet of a private water r supply well? less than 100 feet but greater r than 50 feet from a private Crater supply well with no acceptable water quality. analysis? If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile grganic Compounds, ammonia nitrogen and nitrate nitrogen. UJI u0i 1JJJ J. L�_' �s • 1 V� ` ` , 00 THE COMMONWEALTH OF MASSACHUSETTS � BOARD OF HEALTH TOWN OF BARNSTABLE 19topugal Worb Tuntrurfian Fermi# Permission is hereby granted..........J J.Macomber...Jr................................ ........................................ to Congruct ( )'or Repair &(X) an Individual Sewage Disposal System at No.-....,pSIF.1uale....ccircle....CCant!~.rmillA.................................................................. � Street as shown on the application for Disposal Works Construction Permit Dated................... ........................... i s..?.............._....................................... tj ............ .............. 31ard et Iteouh ROAM$16504 HOlrr! NARMCM,INC.,►VALI+HSR! THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE a.ertificnte of Comptittnc.e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX) b J.PtMacamber Jr y.......................................... ....................................................................................................................................................................................................... lwolw 8 Done.sBj.e....C.�.'cle....Ce. .t .xY�.. .�,e.......................... .. ........................................................................................ at ...._........_........... has been installed in accordance with the provisions of nn.E S cg The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......./ tg -.;t.1t?..•• dared ... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................�,�'.�..�.7"••�,�........................................... Insixrrur ................... .t... ...........................................:................. SUBSURFACE SEWAGE DISPOSAL INSPECTION FORM PART D CERTIFICATION Inspector : Peter Sullivan PE , Location : 8 Doneagle Circle Centerville Date : Mayo,1995 Certification Statement I c8rtlfY that I have personally inspected the sewage disposal system at this address and that the information reported Is true, accurate and complete as of the time of Inspection. The Inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience In the proper function and maintenance of on-site sewage disposal systems. have not found any information which Indicates that the system falls to adequately protect public health or the environment as defined in 310 CMR 15.303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. Please note the summary of recommendations as presented In this form. I_V= truly your d eter Sullivan PE , Distribution: Original to system owner Board of Heath or o� 3 SUUWAN No.Y9�33 �►At ARTICLE XLVII. REGULATION OF WASTEWATER DISCHARGE Section 1 INTRODUCTION 1-1 Findings The health, safety and welfare of the residents of the Town of Barnstable and its neighboring towns are dependent upon an adequate �- supply of pure groundwater. The Town's entire drinking water supply is derived from groundwater, and the United States Environmental Protection Agency has designated all of Cape Cod as a "sole source aquifer" requiring special care and protection. The groundwater system is internally connected with surface waters, lakes, streams and coastal estuaries, which constitute important recreational and economic resources of the Town. Contamination of the aquifer and related surface water resources pose a serious threat to the health, safety and financial well-being of the Town. 1-2 Purpose The purpose of this article is to protect the public health, safety and welfare by maintaining quality groundwater through the regulation of the volume of certain wastewater discharges. Section 2 GENERAL PROVISIONS 2-1 Prohibition No person, company, corporation, entity, trust or firm shall install a new individual on-site sewage disposal system which will produce more than three hundred and thirty (330) gallons per day of wastewater discharge unless in compliance with the standards established by Section 3 herein. 2-2 Certification of Compliance/When Required A certificate of compliance with this article shall be received from the Board of Health or its designed prior to the commencement of any activity regulated by Section 2-1 herein. Section 3 STANDARDS 3-1 Maximum Allowable Wastewater Discharge Within Zones of contribution to existing and proposed public supply wells, the maximum allowable wastewater discharge from new individual on-site sewage disposal systems shall not exceed three hundred and thirty (330) gallons per acre per day. Zones of Contribution to public supply wells are shown on a map entitled "Revised Groundwater Protection Overlay Districts Map" Planning Department, dated April 1993, which is on file in the office of the Town Clerk. The Zones of Contribution to public supply wells were determined by SEA Consultants Inc. in their report dated September 1985, entitled "Groundwater and Water Resource Protection Plan, Barnstable, MA", revised by SEA Consultants Inc. , September, 1989. The GP Overlay District is also revised to include: the Zone of Contribution to the West Barnstable well #15-75 determined by the Cape Cod Commission; and the Zone of Contribution to proven future Barnstable Fire District well 1 #8-90 determined by Whitman and Howard, Inc. The reports and maps are on file with the Town Clerk. 3-2 Additional Limitation/Certain Areas In addition to the standards of Section 3-1 herein, within 2, 000 feet of existing and proposed public supply wells as shown on the map entitled "Revised Groundwater protection Overlay Districts Map" Planning Department, dated April 1993, the maximum allowable wastewater discharge from a new individual on-site sewage disposal system shall not exceed two thousand gallons per day, unless located outside of the SP zone to the existing and proposed public supply wells. (Section 3-1 and 3-2 amended by item #94-059 on 12/16/93 - Barnstable Town Council) 3-3 Flow Rate Determinations To determine compliance with Sections 3-1 and 3-2 herein, wastewater flow rates shall be determined according to Title V of the State Environmental; Code, subject to the interpretation of the Board of Health. 3-4 New System Defined For the purposes of this article, the phrase "install a new individual on-site sewage disposal system" shall not include the maintenance, repair and alteration of an existing individual on-site i sewage disposal system. However in no case shall the discharge of wastewater increase beyond that present prior to such maintenance, repair and alteration. 3-5 Any new system not in violation of the standards contained within Section 3 shall be deemed to be in compliance with Section 3. Section 4 ADMINISTRATION This article shall be administered by the Board of Health or its designee by verifying compliance with the provisions established herein. Within ten (10) working days of receipt of a request for a certificate of compliance, the Board of Health or its designee shall notify the applicants thereof as to the approval or disapproval of the request. Upon determination that all provisions of this article are being met, a certificate of compliance shall be issued. However, in instances where an upgrading of an existing individual on-site sewage disposal system is proposed, the Board of Health may require from an applicant evidence that the proposed upgrading will not adversely affect the groundwater quality. Section 5 ENFORCEMENT The provisions of this article shall be enforced by the Board of Health or its designee, which may, according to law, enter upon any premises at any reasonable time to inspect for compliance. Section 6 VIOLATIONS Written notice of any violation of this article shall be given by the Board of Health or its designee specifying the nature of the violation and a time within which compliance must be achieved. Section 7 PENALTIES Penalty for failure to comply with any provision of this article shall be three hundred dollars ($300.00) per day of violation. + Section 8. SEVERABILITY Each provision of this article shall be construed as separate. If any part of this article shall be held invalid for any reason, the remainder shall continue in full force and effect. Adopted November 7, 1987-Art.3 . Approved December 3, 1987. Revised November 4, 1989. Amended Nov. 1, 1990 I i DATE: PROPERTY ADDRESS:_8 Done- a1 Circle_—____— Centerville,Mass . ------------------------ 02632 ------------------------ On the above date, I inspected the septic system at the above address. This system consists of the following: A. 1 -1000 gallon septic tank. B. 1 -distribution box. C: 2-1000 gallon leach pits. Based on my Inspection, I certify the following conditions: A. This is a title five septic sytem. ( 78 Code- ) B. The septic system is in proper working order at the present time. SIGNATURE: Name:_J_P_ Macomber Jr,______ Company: J.P_Macomber & Son Inc. Address:__Rox 66 Centerville,Mass . 02632 Phone:____508-775-iIIEL—__--_ THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-Leachfields Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 7 SUBSURFACE SEWAGE DISPOSAL SYSTEX INSPECTION FORM , Address of property ; Owner ' s name J ~ Date of Inspection h'1;1Y �Iq PIP E'����~r� PART A CHECKLIST Check if the following have been done: Pumping information was roc• uc-sted of :,e: owner, occupant, and Board of Health. None of the cor system :�y No. �ne nts have beer: �.umperi for at least two weeks and the system has been receiving normal flow rates during that period . Large volumes of water have nor been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. JVU HCMI� The facility .or dwelling ,, s= insuecc.... .� r signs of sewage back-up. The site was inspected for signs of All system com onent� ng the have been located on the Y P e}:C1uG' ? � site . The septic tank manholes were uncovered , opened, and the interior Of the septic tank was inspec- c ed for ccndi. ion of baffles or tees, -material of constructi.^n , dimensions , de^ h of liquid, depth of sludge, depth of scup, The size and location cf -he SAS on +_ :: - ; te has been determined based on existing informati cL approxima._. .. non-intrusive methods. The facility owner (a.n occupants , if- 2- ilerent from owner) were provided with information on the proper maintenance of SSDS. ( T_ Wl c-c �7 i l e>t ..... ` Lit=LUP7T-F\ c s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION `1I� FLOW CONDITIONS If residential �VUS 5 L-tx <GD CWL'U /-lC:rT G�.G'T i KA t1Uv-A E\,E 2. 'g\( L CX>-t ruG T}-kau ru 0>.,!5 Z No TE�p iZ-A G ]5 number of. bedrooms �— number of current, residents _YQ- garbage grinder, yes or no laundry connected to system, yes or no T_ seasonal use, yes or no PA x►000 L�( If nonresidential , calculated flow: �, /93 57 ✓`7 3+Z�?� o�C 12I93 7 !� goS6PD 4LN Water meter readings, if available: -s10 tao LAW&A x(ztZ.i 4A-n0" 49,4 4 S ✓�� Z 4? G, i Z) c1G ? Last date of occupancy GENERAL INFORMATION Pumping records and source of information: 1 �b System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of system k_ Septic tank/distribution box/soil absorption system \c( l'�{ 2 s.�0 P1-r Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all components. Date installed, if known. Source of information: d Sewage odors detected when arriving at the site, yes or no i SUBSURFACE SEWAGE DISPOSAL SYSTEM ..INSPECTION-FORM =E SYSTEM INFORMATION continued l `-SEPTIC TANK: (locate on site plan) depth bellow grade. :�. ... . _ . material of construction: concrete metal"- FRP ` "'V ' other(explain) . _ dimensions: sludge depth `-distance: fiom 'top of sludge to bottom of outlet'--tee or; baffle .' LL.... , scum thickness ,y .a distance from top of+'scum..to top of-outlet-tee or'l baffle distance ttom._ I..scum to bottom`of` outlet'.tee`" or baffle _._ :from bo ..,_,. . Comments:' (recommendation for pumping, condition of inlet and outlet tees. or baffles, depth of liquid level in relation to outlet invert, structural. integrity,,. evidence:of:rleakage; recommendations for repairs, etc. 5'cc1�...L414 Ee Sr�cC;r c��lo�yo �r�� `'9�fl,..�tOT -1�(�G�-�;t�Ufkf)lYOC7, DISTRIBUTION BOX: (locate - ... ... .......... • on site plan) iCl E depth of _.li.quid' level _ibove outlet invert ._,..Comments: - ._. .._ .. .,. •f .. - �. . 71(note if level and distribution is equal, evidence `of "solids; carryover, I; evidence o leakage into or out of box, •recommepdation` for "repairs, etc.,), PUMP CHAMBER: U _� ,... . .... . nr. . (locate on site plan) pumps in working order, yes or no Comments: "`(note"condition of pump. chamber, condition of pumps and appurtenances,,., .,. 1t.,, ! re'commendations for maintenance or repairs,etc. ) ' SUBSURFACE SEWAGE DISPOSAL° SYSTEM INSPECTION FORM t B t: • SYSTEM INFORMATION, COntinUed 'I t P g.. R T SKETCH 'OF °SEWAGE DI S ' SPOSAL SYSTEM: 3 ^.j„d`, � ._- ♦ _ i ...�. .•.! 1. .\',..} T.• {'ti..,C'�.�e. •,�'.;,,1..°':,6. �'�.i.34',�•i '� � .+' ..y�.1.St '�t. ��� include ties to at least two permanent references.;landmarksV,'or benchmarks locate ,10a ' �w r f _.•.,a . e , ;. '>` ,a,`w`> >: a A, f a ?' .,.i. 'I .. Y c :• ,T _ ..,. ...,_.y�. *:x >i. .. � ' d ,. '� .. . .. f�.« a�, , x.:,q, _...t SSZ•,� Y vM- .,V ,�.�. is,'s' �>'� �'l.�x _r -...•,,j� r ,c.•.H°a•K r, ; i .., ..."M7 `., `'.`!],� �'.... 5 •J�.��.1- ¢ d,..:,i;Y Yi s'C8 r w ° :F.�. >'• E-rt J - 7 ('`wf�1n f%. � .3• :.?. �1L' �� t�''y�X .A 'ijF. yo.p -. , . ��- b` , ,. ,t v i, w.4; "J.•S_ t €.9 ,y 4` .. ,. f,,ti q :,_�a .:e . - S..;y r,1 ��, 1 Yk : .�F a#ti`C�'p y� ,�,y5.3.•�.rl t. ' t��f.,� Y � "SpFtl '.,y.. a' m _ _ V:c-.,d m.:. ':S -�� •.z*.\ DEPTH TO GROUNDWATER r:Z:S,;! .a! �� 't`f( tyyP f „ A..� depth to groundwater 74.. ..".4'� :,.:.S i,M+..t�s t:..t a•+M>f;r '�i�. ;lr .'v! •.tt'>,".Ga 1 :t r>ah5.' ;.i:+ ......' ,.Jd met od of determination or a proximation: 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM :1 PART C FAILURE CRITERIA ) Indicate yes, no, or not determined (Y, N, orND) . Describe basis of determination in all instances. If "not determined" , explain ;why, not)y.,T, ND Backup of sewage into fac ' 'ty? 4t ou5� ��45 Loc 6C> g, Locx_t� 1-AQ't � 0 Discharge or pond�ing of effluent to the 'surface ofthe ground or "s surface waters? Static liquid level in the distribution box above •outlet invert? Liquid depth in cesspool <6" below invert or available volum <e 1/2 day flow? Required.,,._ pumping 4 tim es or more in the last year? � number of times pumped Septic tank is metal? cracked? structural) unsound? substa Y ntial infiltration? substantial exfiltration? tank failure imminent? p Is any portion of the SAS , cesspool or privy: � . ` below the high groundwater elevation? QO within 50 feet of a surface water? 0 within . 100 feet of a surface water supply or tributary to a surface water supply? e M0 within a Zone I of a public well? Imp within 50 feet of a bordering vegetated wetland or salt marsh . (cesspools and privies only, not the SAS) ? No within 50 feet of a private water supply 1 w A ) ell. less than 100.. feet but greater than 50 feet from a. private. water : supply well with no acceptable water quality. `analysis" `,,If`•the _ has been analyzed .to be acceptable, attach copy of-:.well.,water;analysis- for `coliform bacteria, volatile grganic compounds, ammonia riitroge`n ) and nitrate nitrogen. ...-... ___..,� i I I i n � i . I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I ^�Zv TOWN OF BARNSTABLE $ 30.00 i No.... FEE........................ I �t��n�tt1 nrlt� C�un��riun �prnti# J P Macomber Jr. Permission is hereby granted...............z.... ...................................................................................................................._.. i to Construct ( ) or Repair KX) an Individual Sewage Disposal System atNo.. ..Don:Yag1?'....r.Q.IV...�P1:ate.rxitle......................................................................................................... Street 9 as shown on the application for Disposal Works Construction Permit No../.113 —d. Dated.......................................... ................................. 1.........................................................._ -�.•.--� lloarl of Health ....1........ .... .................. I ;. FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS I i •�_�..�._..� - - i ONWEALTH OF MASSACHUSETTS THE COMM BOARD OF HEALTH TOWN OF BARNSTABLE C ertificatz of Compliance ' FY That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX) THIS IS TO CERTIFY, J.P.Macomber Jr. by...................................................................................................................i�; �i:•......................................................................... ' g................... . ........................................................................:................................ 8 Done le Circle••.•Cente.rv....11.e.......................... at ............. ;. has been installed in accordance with the provisions of TITLE 5 ( The State Environmental Code as described in the application for Disposal Works Construction Permit No. ....... ...3.-.�. 20............. dated ............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE[) AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. q Inspector ..`. ................. DATE.::.................... ...... .� •/ ............................................ SUBSURFACE SEWAGE DISPOSAL INSPECTION FORM PART D CERTIFICATION Inspector : Peter Sullivan PE Location : 8 Doneagle Circle Centerville Date : May6,1995 Certification Statement I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade; maintenance and repair are consistent with my training and experience in the proper function and maintenance of on-site sewage disposal systems. I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15.303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. Please note the summary of recommendations as presented in this form. V truly your 15 eter Sullivan PE Distribution: Original to system owner Buyer Board of Heath SULII 'AN No. 29733 � OAL� '� ! o � ,S�l No....�s1.-._.�� Fps...�...30.•00 THE COMMONWEALTH OF MASSACHUSETTS APPROVED BOARD OF HEALTH l 4 Q 4`t� Barnstable Conservation DepaRmertt TOWN OF BARNSTABLE S ned ]XIMlira t fur Di�ipw3al Work,i Tomitrnr#inn unfit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: 8 Doneagle Circle Centerville ......................................•......----------......------•-••.......................... ----••-•--------•----------•-•----••--•----•-•--------.....---------•--------•-•.....-----....---- Peter Ferraro Lorui \ddress or Lot No. ..............................•--•-•---..........-•-----•-----------•--•--•--•-•---••---•••---•-•. -•---------•------------•••---•-------•--------•-----•--•--...----....----•-••--•-------.......--- owner Address a J.P.Macomber Jr. ItlstalIer Address Type of Building 3 Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons----------.................. Showers ( ) — Cafeteria ( ) p' Other fixtures ............................... . . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity............gallons Length-............... Width---------------- Diameter................ Depth................ Disposal Trench— No. .................... Width.................... .Total Length.................... Total leaching,area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.- etg Z Other Distribution box ( ) Dosing tank ( ) '` a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1.---_-_---_---minutes per inch Depth of Test Pit____________________ Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .............•------....__...._..-•-.._..._.__..._.._....................---................--------......................................................... 0 Description of Soil_..San_d_--& Gravel V ............••----•--•••-----••-•---••...................•--•-•-------------------•--•----•-•---------•-••-••---•---••----•••••--•---••--••-•.....-•••---••••-----------•---------...................... W -•- ---------------------------- ------------ ------------------------------------ --- .. - - - ---------...-- x --- • -- -- •--•---- .....- dding 1M00 ;al To, n. Ieachi.ng pit U Nature of Repairs or Alterations—Answer when applicable................................................................................................ toan existing:..tank & pet '.......................... ----•••.... .-• ---•--------------••----•--•-•--••-•-•-••-••-•-•-----•••--••-•••••......--.........---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has eee issu d by the and f health. Signed ....: .. .. . ........./,.... 5/17/93....:...... Date q Application Approved By ............. . .... M- -� .............................. ....`�-../ate.'� �....... Application Disapproved for the following reasons: ......................................................................................................................................... ................. ................................................................. ....................................................................................................................... ........................................ Date Permit No. ...........7-3.....�.a..d.......................... Issued ....................................... ................. ........ Date Y No.... 7a-_ 2 FEs... ...30.00.. t f' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � S vv.c. TOWN OF BARNSTABLE`' 5 '/ 7 -sue Applirtt#iun for Diripwml urk� :Cn'unu#rnr#iian. (rrmi# Application is hereby made for a Permit to Construct ( ) or Repair X(.XX an Individual Sewage Disposal System at: 8 Doneagle Circle Centerville .....------•-•......................................................... . ............•••-••----•---• -•-•--•--•----•----------••---•-••-•--•---.....-----•........................................... Peter Ferraro Location-:\ddrr s or Lot No. •--•--....--•-•---•------•-•----•-.....----••-----•-•^••---•--------------------••............... --•------------••-•--•----••-••--•------•....•---•••---•--•.....------•••......................••- owner Address WJ.P.Macomber Jr. ---------------------------^^^•------------•--------^-•--••------••----•-•-•--.....-•-•••-•••••••. Installer Address Type of Building 3 Size Lot............................Sq. feet Dwelling— No. of Bedrooms........................................_--Exparision Attic ( ) Garbage Grinder ( ) aOther—Type of Building ....................... No. of persons---------------------------- Showers ( ) — Cafeteria ( ) QI Other fixtures .--_------------------------- - - W Design Flow............................................gallons per person per day. Total daily flow......................_.....................gallons. WSeptic Tank—Liquid capacity..... ..-__-gallons Length________________ Width---------------- Diameter................ Depth................ x Disposal Trench—No. ..................... Width.................... 'Total Length..................... Total leaching area....................sq. ft. 3 Seepage Pit No....... ............. Diameter..................._ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a' Percolation Test Results Performed by.............................••-•---•---•-•-••-•---...-•••----•--•-•...... Date........................................ -`Test Pit No. .........minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gz, Test Pit No. 21. ...........minutes per inch Depth of Test Pit.................... Depth to,.ground water........................ i l 0 Description of Soil...Sand & Grae 1 x w --•.. ........ ...•-•--.......-- Adding 1-@000 a�Yon TeaclZ1nF pit U Nature of Repairs or Alterations—Answer when applicable................................................................................................ to an existin7 tank & pit. ...----^.........-•-------------•--•---------^^-•---------^•-------------------------------•-••-•-•----^---------------------------------------------.- ............................................. Agreement: 1 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has eeq issued by the board of health. V ......................... ....5/.17/93..--:..--- Signed ..... ----- - ------ . ... ...................... Date Application Approved By ............. v/�-..,.,r.-. .................................................................:...... ....: '.-. e -'t. ... i5at Application Disapproved for the following reasons: ............ .................................................................................................... 1 I Date PermitNo. 1 q .. �'_.L.:OA.................... Issued .................................................................... _..i Dace "-HE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE IVITPrtifiratr of l'1-IImpliMi'ire THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX) J.P.Macomber Jr. ...................................... ..........._.................................. by..................................... .. .._....... .. ........... ............................................................ ""all" at P. Don.eafTle Circle Centerville .........._.... ..._............ ...... ................................ .... ............... ...........--....................................... .. has been installed in accordance with the provisions of TITLE 5 orf.The State Environmental Code as described in the application for Disposal Works Construction Permit No. ...... ...- _ ��...._....... dated .................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. g1 ..... Inspector ...............DATE _/ - . . ... . .........:......... ._._.._...--... - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE $ 30.00 No.....9:�i-- 1 v FEE...............•••••••.. 14upusat Vorkn Tonu#rur#ion rrrmi# J;P.Macomber Jr. Permissionis hereby granted............ -------------------------------------••-••--- --------------.....-•-•-----------•••-------•-•-••--•-•......--•-•-•............. to Construct ( ) or Repair (KX) an Individual Sewage Disposal System at No...8..Donea�le._Cirele__Centerville -- ^ - street 9 as shown on the application for Disposal Works Construction Permit No._/.3-22!?_ Dated........................................... q� Board of Health DATE - J--`------^---••----•••-••----•••-•---••.... FORM 36508 HOBBS&WARREN.INC..PUBLISHERS LOCATION J SEWAGE # I VILLAGE � � �1�l� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No All �- L- -L- AleAGL e . C i0t C e Al �•- TOWN OF BARNSTABLE �.—LOCATION lJiln�m�I �!r` �e SEWAGE # 3- 2�� it VILLAGE r r ASSESSOR'S MAP d& LET 7� INSTALLER'S NAME & PHONE NO. Ji�� Mkr�> SEPTIC TANK CAPACITY • LEACHING FACILITY:(type) /�`� (size) I NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER,OR OWNER DATE PERMIT ISSUED: - 17 -�'3 DATE COMPLIANCE ISSUED: 57 -/7 ` / 3 VARIANCE GRANTED: Yes No ri - r_ �.�� � `i t� .¢. .#.a � + P � \ \ N� \ �� � -��i %O \., O v P1G4/ .�_ ^. No .... FasJ ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA TH ._ . . .....--...OF......... ..... .. ... ........ '.....l......`.......-. Appliratinn -fur DWVviitt1 Works Tonstrnrtinn Vrrniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Dispgsal System at /�� el/ • ' `----------••-----•-- (. ?-� .. /.L_L /..i / or Lot No. �. �- ---- -----------•----•---------.....-•----•-..... �� 9wner Address Installer Address UType of Building Size Lot............................Sq. feet .-� Dwelling—No. of Bedrooms------------------��---_---------__---.-_.Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons.___,7------------------- Showers (3) — Cafeteria ( ) dOther fixtures ------ ----------•--------------------- ....................................... --..........._...._.........-------•--------------------...._..------ W Design Flow.....................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank Liquid capacity------------gallons Length---------------- Width................ Diameter_--._....-_---_ Depth................ x Disposal Trench—No. .................... Width___._____.. Total Length.................... Total leaching area---------------_....sq. ft. Seepage Pit No._1500 _.._..._._ Diameter� ... th below inlet.................... Total leaching area....___.._.____sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date----------•---------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ 114 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water_.._..-..-_--_---------- 9 ----------------------- ............................................. ................................................................................. 0 Description of Soil------- ` ------------------------------------------------•----•------------------------------------------------------...........--------------------------.._. x - -- - ------------- ------------- -- x --------------------------- - - 1 .._ '.... ! -------- -- U Nature of Repairs or Alterations— wer when applicable._--------------------------------------------------------------------------------------------- -------------------------------------------------------- ----------------=---------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code—,The undersigned further agre not to place the system in operation until a Certificate of Compliance has be ed by the bo d of ea th. Sign �'' �' --- ....-----••-----------------------• •------- ----•--------- Date Application Approved By..----- ,-------- -_-•-_. ......-Z 1✓L. Cl� - ----'7_�-------- - -••-•-- �----------------•- Date Application Disapproved for the following reasons:-----------------------L.7 ----........................................................................... ........................................................................................................... Date PermitNo........................................................ Issued---------------------------------------•---- ....... Date No. /.... Fs$../l}_-•.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA TH , ppliration -for 'inpo.itt1 Works Tonitrnrtion Vrrniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at, "'� --------••-------------•--- ------------------------....... � I--------------------- ---------�y-�-} - v, - --- - = f �/tyon// d/dy�e or Lot No. a /e- 'v------------------------------ -------------------------------------------0 caner ........_......•---••--••-•-•--•--•---------Address - Installer Address UType of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms----------------3 ................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ___-______________________ No. of persons_-__.7................... Showers ( f) Cafeteria ( ) Otherfixtures ...... ----••---------------------------------------------------•----------•------------•--•••--•-------------------V......... --•-----•-------- W Design Flow--- per Pei-son per day. Total daily flow--------------------------------------------gallons. Septic Tank—Liquid capacity............gallons Length________________ Width................ Diameter................ Depth................ Disposal Trench—No-____________________ Width_______________ .. Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No._ ••-------- Diameter/ .� __. th below inlet____________________ Total leaching area----- ft. . • Z Other Distribution box ( ) Dosing tank ( ) , Percolation Test Results Performed by--••----.---------------'.................................................. Date-----__---_---------_----_-_•_---------. Test Pit No. 1----------------minutes per inch Depth of "Kest Pit----------------_--- Depth to ground water-..__-__-__-__-__-__-_. f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ ---------------------------------------------------------------------------------------------------------•-•-••-•---•------------•--•----------•-•---•......................................................... 0 Description of Soil---------' --------•.................•------•--•-•------•---•-•--•------------...__._...--•---••-•---•-•---•-•------------------------••--•----•-•----•--------------- x U -------------•-------•------------------•-•--------- ----- ---- ........................ ••--- --- ---- - x ------------------------ - �_,�p � � _f;41 �, i -- ------- -------------- V Nature of Repairs or Alterations�wer when applicable._---------_..........._-----------------------------------------------------------_-------- ----------------------------------- ___. _. - .------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal.System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agre not to place the system in operation until a Certificate of Compliance has b ed by the bo Yd of ealth. Sign'' - - ...... ---.............. ....................... .........••--.._..--••••-------- Date Application Approved B _..... �:'��!_.�2 - •------ � = = -------- Date Application Disapproved for the following reasons:........................ ------•---------------•-•----•-----------------------•--•--•------•-•-----••--------- --_..---•---•--------------•-•--•--._...--------------------•-•---------._.-•-•--•---•-----__...-••-----•-----------------..._.._••-••-•-•-•---_---•----•-•-------------------•-•--•------------------- Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH`` "�R ?...............OF..........fi �...1-�..'Y?-�'.',..... .. ..... .. ......:....... �rrtifirtr of f�ontpiinnrr HI. IS T ERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ---------•-•------ ------ -------- ------ - ---- M74 I staller - has been installed in accordance with the provisions of : ti r' X� of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.............y_7_ _________________ dated----/D---5-__---7.- ............... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. ..... Inspectors --------------------•------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Q'/..,✓..vt................OF.. ......./ -cc.-...--------------•--•----•--•-----...._. . "—rJ No................ FEE____1_f�_.. Dinponufi ID5 TIT trnrtion Vrrmit Permission is hereby granted. !n ----- �ci - - --- to Constfiact ( "Go e it an Individual Sewage * Sp bal Sy em at No.._��-1�!!!(= �( ti! {! �'�4�1 �.._�•� :.... `+'�' °�r/ Street as shown on the application for Disposal Works Construction Perant No........ _ _ D. d_.. .�-Q-`_S�_-_ _7 h DATE....................................................---------------------------- oa d of Healt FORM 1255 HOSES & WARREN. INC.. PUBLISHERS /�- -.,� ��s>�„ �� sY! �e , u ,���� AB 20" DIA CLEANOUT COVER - a 3 PLACES FINAL GRADES AS SHOWN ON THE PLAN VIEW 10 e 4' .° ° First 24" after d-box shall be level ° "76 o eAj G DESIGN INV IN = 95.89 (both lines) ' AS-BUILT INV IN = 95.58 o . 00 LIQUID LEVEL ZABEL FILTER ON OUTLET w To be installed as parttill III I_j ICI � ° � � � o " of this contract. a- INV IN - 96.67 See End Plate detail Excavate to natural soil, C1 layer, ensure DESIGN Bottom of bed, EL = 94.97 INV OUT = 97.35 �' °- below resulting surfaces are scarified. This work AS--BUILT Bottom of bed, EL = 94.66 shall be witnessed by the engineer and p °a• " e EXISTING D-BOX TO REMAIN the Board of Health. ESHGW EL 88.00 Mechanically compacted base General Notes; 4. ° ° INV OUT = 96.49 1. CONTRACTOR SHALL CONTACT DIG SAFE 1-888-DIG-SAFE AT LEAST Q ° ° 72 HOURS BEFORE STARTING WORK 2. All materials and construction shall be in accordance with 310 CMR 15.000 Title 5 of the State Environmental Code. EXISTING 1 ,000-GALLON TANK TO REMAIN 3" MIN Loam and seed 3. No work shall be done until all necessary permits have been obtained.. Contractor to install Zabel Filter on outlet SILOCK END PLATE CHAMBER 4, This system must be installed by an approved septic installer in the DRYWALL SCREW ._ �,. Town of Barnstable. S stem Profile (NTS TO SECURE PIPE 5. This plan is far the installation of an on-site sanitary sewage disposal - --- --- - -- - - - - -- - system upgrade only. Property lines should not be used for the NEF PIPE STOP __ � � _. ._ -- - - location of structures, fences or other property line offsets. _ .........-_. 4" PVC PIPE PE �^--^-- �( - -1�I=_-�I--�I �ILTLT- -- 111:� � T� 1� B a c kf i I I with B ----EFFLUENT DROPS :. � �' _. horizon from 6, No changes may be made to the approved plan without prior notification � � � � _ Contractor shall ensure to the Barnstable Board of Health and the engineer. Notify the Barnstable BOH that feed pipe is installed PRECUT OPENINa _- _ lI 1� excavation. p� , � � � � � ��� `-`��`� `29" max) at least five working days prior to stacking construction. to properly abut pipe stop 7. Property line information from Centerville Crossing; Subdivision flan of Land in p op y p p p - - - Barnstable (Centerville)" by Thomas E Kelley, Surveyor, dated August 19, 1986. 4f, 7 } w c Design Notes; HIGH CAPACITY INFILTRATOR •� � `. �� , � � ,� /v/'��f design criteria (repair): - 7 ' v b r k r tr. �i 4'° "n•', y End plate Detail 4 bedroom existing V-16" Design does not incorporate food grinder requirements Y 1 1 2. Leaching area required; 440 gpd / (0.74 gpd/sf) = 595 sf 12„ 3• Soil Absorption System requirements; ' - Trench configuration with Infiltrator High Capacity Chambers Property information 0 Chamber dimensions: width 36"; invert height 11'" chamber Ap Excavate 5 feet be and the top = 16", length = 6.25' $ Donegal Circle 901 97.75 y Effective Leaching Area: 7.79 sf/If Barnstable, MA chambers in all directions. (594 sf)/(7.79 sf/If) = 77 linear feet of trench Map 169, Lot 070 ,r 4. Soil Absorption Area. Provided: Backfill with Title 5 sand above and Excavate 12 below trenches and p �� . Bw Two trenches of nine chambers each; 113 If of trench Current Owner: Attleboro Enterprises Inc - 0 beside the chambers. backfill with compacted Title 5 sand. (2 trenches)(9 chambers)(6.25 If/chamber)(7.79 sf/If) = 876 sf of leaching area 284 John Deitsch Blvd �� 23 96.58 North Attleboro, MA 02763 ,,2`�' � INFITRATOR HIGH CAF'AGITY -` TRENCH DETAIL (NTS) Implementation: 1. is contracTincludes adding onto the existing soil absorption system by adding three infiltrators to the existing trench, and adding another infiltrator trench. C 2. Contractor shall maintain service to the residence during construction by servicing r' the tank as required at the cost of the contractor. Contact Wind River at 800.499.1682 for pumping. 3. Backfill around and up to 4 inches above the chambers with Title 5 sand. Backfill Material Specifications with suitable soil from the property as required to match existing PERC CNS p p y q, g Septic tan grades after placing three inches of topsoil. Existing 1,000-gallon tank to remain. 4. Final grades shall match existing grades. Soil Evaluation Contractor to install Zabel filter on outlet. 5. This contract includes establishing vegetative cover over the entire disturbed of eva uation to confirm soil conditions conducted on Distribution box area or as directed by the engineer. January 21, 2004 by Ted P. Doucette, P.E. Existing distribution box to remain. 6• Contractor shall coordinate the construction inspections with the Barnstable Board Redoximor hic features encountered at a depth of 126 below grade of Health and the engineer, 24 hours notice required. Deep Observation Hole 1 - DH1 p p g g q 0 0 9" A sand loam infiltrator Systems Inc., High Capacity 7" The required inspections are as follows: �- 98 �, ,^' `f,s ` ;f ; �p - ,gyp - y Title 5 sand, 310CMR255, shall be used to fill around chambers bottom of excavation fAf, r, 9 23 Bw - loamy sand 23" - 132" C - Medium sand and up to 4 inches above chambers. installed system including prior to placing backfill (up to 4" sand layer) Redoximorphc features found at-126 inches below grade Estimated Refer to Infiltrator High Capacity trench detail, final grades .. 8. Prior to placing the infiltrator chambers the contractor shall compact the f f Seasonal High Groundwater Elevation (ESHGW EL) - 88.00 p g p ' f f f rf,, ff surface of the trench where the chamber will be laced. When the chambers Paved ,fr',, , ,;F, :r; r .f 98 No standing water, no weeping water. p Driveway 4 Bedroom House ,, rf < ,f, Percolation test conducted at 48 inches below grade at DH 1, are placed in fill, the Title 5 sand shall be placed to the elevation of the f,r f` r ; , , to of the chamber, then the trench shall be excavated and compacted � y could not saturate <2 minutes^per inch. �.. p p %� Q�G;YI before placing the chambers. r J 9 20 4. A „�, i C, c; i i° r.• ' 0 126" 88.00 ESHGW ������N of r��ssgy.-,� o� TED P. 132" 87.5q C 6 Existing 1,000-gal cau CIVIL /3 � T 1 `�,� Septic Tank CI.I� w No. 45021 Soil ProfilecasTEa�°\�;� ssJfl -- Gu F NA v ,?r, New Infitrator Trench DH1 \ u{ Existing Infitrator Trench � Engineer: � Ted P. Doucette, P E. Wind River Environmental LL , ,- 14, C 10, New Infitrator Trench , r 1 .gym x (�1 WindEnvironmental ,SwingUesB � �Itir rrk r ill MA O a3_ ft, 577 Main 5 reef 5 ite 10 A to C -- 51.0' r � ' at�l r L N i B to C = 29,5 Hudson, Massach setts 0174 978.562 .4500 o Existing Distribution Boxy "'" g•. 28 Sewage Dis osal S stem► U rade Design for Le end Deep Observation Hole `+ `�� " 8 Donegal Circle, Barnstable, Massachusetts 02 IliiasaR G� +11 ri Fts r�s�nr�' CI Percolation Test Rev 1. Ad did soilconfirmation data. 02MAR05 Des By: Bench Mark ExistingGrade Locus Rev 2, Four bedroom design 13J`UN05 TPD Date: October 27, 2004 (D TBM 1 Corner of Bulkhead Painted White, EL 100.00 Plan View Rev 3. Additional comments per SOH 13MAR06 Drn By:y GTk Scale: as noted Assumed datum 1,, = 20, Trees Rev 4. As-Built Locations and Elevations 12MAY06 Dwg. No.: 2004 - 153 20" DIA CLEANOUT COVER 3 PLACES FINAL GRADES AS SHOWN ON THE PLAN VIEW 4 m IF- -III--- ems ° _ . 4. . First 24" after d-box shall be level d DESIGN INV IN = 95.89 (both lines) AS-BUILT INV IN = 95.58 d INV IN -- FILTER ON OUTLET.. LIQUID LEVEL Q 97.60 BABEL .4 F a m .• To be installed as part a of this contract. INV IN = 96.67 Q' . .� INV OUT = 97.35 See End Plate detail Excavate to natural soil, C1 layer", ensure DESIGN Bottom of bed, EL = 94.97 ° below resulting surfaces are scarified. This work AS--BUILT Bottom of bed, EL = 94.66 a• . 4•q•.. . .Q shall be witnessed by the engineer and EXISTING D-BOX TO REMAIN d a the Board of Health. ESHGW EL = 88.00 Mechanically compacted base General Notes: INV OUT = 96.49 - 1. CONTRACTOR SHALL CONTACT DIG SAFE 1-888-DIG-SAFE AT LEAST a 4 72 HOURS BEFORE STARTING WORK 2. All materials and construction shall be in accordance with 310 CMR EXISTING 1 ,000-GALLON TANK TO REMAIN � 15.000 Title 5 of the State Environmental Code. 3" MIN Loam and seed 3. No work shall be done until all necessary permits have been obtained. Contractor to install Zabel Filter on outlet SILOCK END PLATE CHAMBER 4. This system must be installed by an approved septic installer in the stem Profile TO SECURE wrw� Town of Barnstable. DRYWALL_ SCREW 1 5. This plan is for the installation of an on-site sanitary sewage disposal (NTS) _ _ _ _ _ PIE slaw system upgrade only. Property lines should not be used for the 4° wvc PIPE --- - � location of structures, fences or other property line offsets. III - I _ Tl_I: lC l -ICI.1L_Y-1�_ I Backfill with B 6° No changes may be made to the approved plan without prior notification r"wL.uENT DRaws � �fT � 1�� � horizon from Contractor shall ensured _ !� �` �!-` to the Barnstable Board of Health and the engineer. Notify the Barnstable BOH T _ excavation. that feed pipe is installed �! wREcUT OPENING - ��� ��_:�- � �`� � (29" max) at least five working days prior to starting construction, 11 7, Property line information from "Centerville Crossing; Subdivision Plan of Land in to properly abut pipe stop Barnstable (Centerville)'" by Thomas E Kelley, Surveyor, dated August 19, 1986. .s •y a ny,r '� S 1. '1• '' w °' � , Design HIGH CAPACITY INFILTRATOR ri �i �, < , .' , . � � , Design criteria (repair): `j �`°• M" 4 bedroom existing End Plate Detail „16,, Design does not incorporate food grinder requirements 1 2, Leaching area required: 440 gpd / (0.74 gpd/sf) 595 sf 3. Soil Absorption System requirements: ' 12 Trench configuration with Infiltrator High Capacity Chambers 0 98.5 _ Chamber dimensions: width = 36'"; invert height = 11""„ chamber Property Information $ Donegal Circle „ AP Excavate 5 feet beyond the top - 16", length = 6.25' y Effective Leaching Area: 7.79 sf/If Barnstable, MA 9 97,75 chambers in all directions. (594 sf)/(7.79 sf/If) = 77 linear feet of trench Map 169, Lot 070 rBackfill with Title 5 sand above and Excavate 12" below trenches and 4. Soil Absorption Area Provided: �21 Bw backfill with compacted Title 5 sand. Two trenches of nine chambers each; 113 If of trench Current Owner: Attleboro Enterprises Inc - 1 23„ 96 58 beside the chambers, p (2 trenches)(9 chambers)(6.25 If/chamber)(7.79 sf/If) = 876 sf of leaching area 284 John Deitsch Blvd 1 North Attleboro, MA 02763 INFITRATOR HIGH CAPACITY TRENCH DETAIL (NTS) Implementation: is contract Includes adding onto the existing soil absorption system by adding 1 three infiltrators to the existing trench, and adding another infiltrator trench. ' C 2. Contractor shall maintain service to the residence during construction by servicing the tank as required at the cost of the contractor. Contact Wind River at 800.499.1682 for pumping. �,,�` 1 3.. Backfill around and up to 4 inches above the chambers with Title 5 sand. Backfill �e Material S ecifications with suitable soil from the property as required to match existing G �', 1 PERC CNS Septic tan grades after placing three inches of topsoil Existing 1;000-gallon tank to remain. 4. Final grades shall match existing grades. Soil Evaluation Contractor to install Zabel filter on outlet. 5. This contract includes establishing vegetative cover over the entire disturbed 1 ` ova o to confirm soil conditions conducted on Distribution box area or as directed by the engineer. w January 21, 2004 by Ted P. Doucette, P.E. Existing distribution box to remain. 6. Contractor shall coordinate the construction inspections with the Barnstable Board Redoximor hic features encountered at a depth of 126 below grade of Health and the engineer, 24 hours notice required, Deep Observation Hole 1 - DH1 p p g g q 0 - 9" A sand loam Infiltrator Systems Inc., High Capacity 7, The required inspections are as follows: - Title 5 sand, 310CMR255, shall be used to fill around chambers bottom of excavation 98 2 ", 21 Bw- loamy sand and u to 4 inches above chambers. installed system including prior to placing backfill u to 4"' sand layer) 23 132 C - medium sand p Y g p P g ( p . Redoxirr7orphicfeotures found at 126 inches below grade Estimated Refer to Infiltrator High Capacity trench detail. final grades 8. Prior to placing the Infiltrator chambers, the contractor shall compact the r f ; , • Seasonal High Groundwater Elevation (ESHGW EL) = 88.00 ' ' J ; f ' 1 Na standing water, no weeping water. surface of the trench where the chamber will be placed. When the chambers Paved '.fr , , , ;`;, , ,r' / Ff_9g 1 are placed in fill the Title 5 sand shall be placed to the elevation of the Driveway `A Bedroom House f ; i ' 4 48 inches below grade at DH 1, r Percolation test conducted at then the trench shall be excavated and compacted could not saturate 2 minutes per inch. top of the chamber, p before placing the chambers. 99 s / / , 0 126 88.00 ESHGWP�JN of loss '�f "� 'r ` Existing 1,000-gal 132 87.50 aouCETTr: � � 1 TEDP. T 1 Septic Tank CIVIL f; Soil Profile u i, Rio. 45024, f f New Infitrator Trench -F DH1 ss�orva� EH`'� f .�` Engineer: ExistingInfitrator Trench Ted P. Doucette, P.E.r Wind River Environmental, LLC �k 10, .. New Infitrator Trench � � <Pf � � b_�.�°�-' ' i I ♦"' Wind River Environmental , LLC 817na �Ir ��nkrilld CIA Oi3 q /� - _ Swi n ties r 11V 57'7' Main Street Suite to C -� 51.o" - to C " 0 ,� r T Hudson, Massachusetts CJ174' 0 Existing Distribution Box 978.562.4500 9 7 �, i. 28 Legend =� Sewage Disposal System Upgrade Design for 8 Deep Observation Hole 8 Donegal Circle, Barnstable, Massachusetts M 20 0 1'K4c; � Percolation Test Rev 1. Addedsoilconfirmation data. 02MAR 5 Des By: TPD Date: October 27 2004 Bench Mark ---95 - Existing Grade Locus Rev 2. Four bedroom design 13JUN05 Rev 3. Additional comments per ROH 13MAR06 Drn By: Scale: as noted ED TBM 1 Corner of Bulkhead Painted White, EL 100.00 Plan View Trees Rev 4. As-Built Locations and Elevations 12MAY06 CTK 1 - 20 Assumed datum Dwg. No.: 2004 - 153 i 20" DIA , CL,EANOUT COVER 3 PLACES FINAL GRADES AS SHOWN ON THE PLAN VIEW d' v -�— _ — --- 11 --F — — • . a. �_ __._.. First 24" after d-box shall be level ° . , d.. ° a • .' ^ ' .° ° .°° .°.d d ; INV IN = 95.89 (both lines) ! .I LIQUID LEVEL ° INV IN = 97.60 ZABEL FILTER ON OUTLET To be installed as port ° o ri of this contract. ° ° ° INV IN = 96.67 ! 4 INV OUT = 97.35 See End Plate detail Excavate to natural soil, C1 layer, ensure Bottom of bed, EL = 94.97 below resulting surfaces are scarified. This work ESHGW EL 88.5 shall be witnessed by the engineer and . da . EXISTING D—BOX TO REMAIN ° ° a the Board of Health. Mechanically compacted base General Notes: ' ° ° : INV OUT 96.49 1, CONTRACTOR SHALL CONTACT DIG SAFE 1-888-DIG-SAFE AT LEAST ° 72 HOURS BEFORE STARTING WORK 2. All materials and construction shall be in accordance with 310 CMR EXISTING TANK TO REMAIN 15.000 Title 5 of the State Environmental Code. 3" MIN Loam and seed 3. No work shall be done until all necessary permits have been obtained. j Contractor to install Zabel Filter on outlet SILOCK END PLATE CHAMBER 4, This system must be installed by an approved septic installer in the Town of System Profile NTS DRYWALL uR SGPIPE �� 5, This plan is for the installation of an on-site sanitary sewage disposal �!--- - E _ _ _ �. _ _ system .0 rade.onay. Px pert lines should.not be used for the PIPE STOP Y � Y u location°t structures fences or otherpropertyline offsets. _. Ba c kf i 11 with B i 4" PVC PIPE �-^�---- -- µ ' fflo 6. No changes may be made to the approved plan without rior notification F"FLUENT DROPS - - .� - horizon from p- - �Contractor shall ensure _ _ _ �.. _ ,. .� ' to the Barnstable Board of Health and the engineer: Notify the Barnstable BQH 1"fl _� � excavation. that feed pipe is installed PRECUT OPENING at least five working days prior to starting construction. p p _ _ `� (29 max) 11 Tip 1T_I IILI _ 11� - — - 7, Property line information from "Centerville Crossing; Subdivision Plan of Land in to properly abut pipe stop - Tfif--_- -_-off- Tff Barnstable (Centerville) by Thomas E Kelley, Surveyor, dated August 19, 1986. .a a . .:; 4 Design Notes: r HIGH CAPACITY INFILTRATOR •�� • (\/^'+�/} 'a z:: ' , Design criteria (repair): A 4 bedroom existing End Plate Detail " Design does not incorporate food grinder requirements r 2. Leaching area required: ` 440 gpd / (0.74 gpd/sf) = 595 sf 12" 3. Soil Absorption System requirements: 98.5 ° Trench configuration with Infiltrator High Capacity Chambers 0 Chamber dimensions: width = 36"; invert height = 11", chamber Property Information top 16", length = 6.25' Alp Excavate 5 feet beyond the 8 Donegal Circle 9" 97 75 y Effective Leaching Area: 7.79 sf/If Barnstable, MA chambers in all directions. (594 sf)/(7.79 sf/If) = 77 linear feet of trench Ma 169, Lot 070 4, Soil Absorption Area Provided; p Backfill with Title 5 sand above and Excavate 12 below trenche's and p Bw Two trenches of nine chambers each; 113 If of trench Current Owner: Attleboro Enterprises Inc g- beside the chambers. backfll with compacted Title 5 sand. p 23" 96.58 (2 trenches)(9 chambers)(6.25 If/chamber)(7.79 sf/If) = 876 sf of leaching area 284 John Deitsch Blvd C ` INFITRATOR HIGH CAPACITY North Attleboro, MA 02763 --'`� Implementation: TRENCH DETAIL (NTS) 1. This contract includes adding onto the existing soil absorption system by adding three infiltrators to the existing trench, and adding another infiltrator trench. C 2. Contractor shall maintain service to the residence during construction by servicing the tank as required at the cost of the contractor. Contact Wind River at 800.499.1682 forpumping. Gee ��� 3, Backfill around an up to inches above the chambers with Title 5 sand. Backfill �a�G`� qc�l ���„� PERC CNS material Specifications tanclficatlons with f gradesiaffieeplacing three from the pitches of topsoil.as gyred to match existing e � Existingtank to remain. 4, Final grades shall match existing grades. Soil Evaluation , Qo 3 �' Contrator to install Zabel filter on outlet, 5. This contract includes establishing vegetative cover over the entire disturbed 01 Soil eva ua ion to confirm soil conditions conducted On Distribution box area or as directed by the engineer. January 21 2004 b Ted P. Doucette P.E. Existing distribution box to remain. 6, Contractor shall coordinate the construction inspections with the Barnstable Board Y Redoximor hic features encountered at a depth of of Health and the engineer, 24 hours notice required. Deep Observation Hole 1 - DH1 p p g q f; ,J �_ 0 - 9" Ap - sandy loam Infiltrator Systems Inc., High Capacity 7, The required inspections are as follows: 98 ','; ' {''F'J' ,.• 9" - 23" Bw - loam sand Title 5 sand, 310CMR25'5, shall be used to fill around chambers bottom of excavation y J 4 inches above m and u to nc ab a chambers. I m including prior o placing b ckfill ,,f , �.,.!i, ;�;;f �r..J 23 - 132 C - medium sand installed system c t c a u to 4 sand layer) -- '; ,/ -` - ! ; R doximor hic features found at 1 inc l Refer to Infiltrator High Capacity trench detail. l final grades 9 p p g ( p Y ) , �' ,� f . ,r , , , . e p a es d 26 inches below grade Estimated Seasonal High Groundwater Elevation ESHGW EL = 88.50 c 8. Prior to placing the infiltrator chambers, the contractor shall compact the ;,•F`,°;' fir' .`f'A', `. ,• '' �r', No standinggvater no weeping water. ( ) surface of the trench where the chamber will be placed. When the chambers Paved f , ,t J J J f ;A -98 Percolation test conducted at 48 inches below grade at DH 1 are placed in fill,the Title 5 sand shall be placed to the elevation of the Bedroom House ; ;, ; ;; 9 then the trench shall be excavated and compacted Driveway 4 ,. , , r - , ,''• could not saturate <2 minutes per inch: =placing he chamber, pY �� the chambers: 201 ` 9 r.� /, , 126" 68.50 ESHGW 132" 88.00 g Existing Septic Tank T 1 � TEfl P. Soil Profile cE Limit of Overexcavation ©b = SCIVIL 45021 ' New l nfifirator Trench x Engineer: Existing Infitrator Trench ` ' Ted P. Doucette, P.E. - .. Wind River Environmental, LLC 10, M> New In fitrator Trench Wind River Environmental , LLC �- ` fl Dontl aI�C1r',Cenrk�4'e MA fl 3 8 -_ _ -- ,-- 577 Main Street Su l to 110 o �� f Hudson, Massachusetts 01749 4 978.562.4500 °d Existing Distribution Box t j 97 - �," . 28 i Sewage Disposal S stem Upgrade Desi n �for Le end 9Y m r` e Deep Observation Hole � � � � � 8 Donegal Circle, Barnstable, Massachusetts 2�01,Mcrasaft,Go .' I n ht "res�r+ d;:, > 1 1 Percolation Test Des By: Bunch Mark ---_ - ExistingGrade Locus data, 02rWAR05 TPD Date: October 27, 2004 95 Rev 1• Added soil confirmation Drn By: Scale: as noted TBM 1 Corner of Bulkhead Painted White, EL 100.00 Plan View Trees Rev 2. Four bedroom design 13JUN05 CTK 1 - 20 Assume datum Dwg. No.: 2004 153 ,III 20" DIA CLEANOUT COVER II 3 PLACES FINAL GRADES AS SHOWN ON THE PLAN VIEW 4. ° I 4 First 24 after d-box shall be level d. +d. ° : d°. ® •d. n° a INV IN = 95.89 (both lines) to f j .. OP 01 / -t INV IN = 97.60 LIQUID LEVEL ZABEL FILTER ON OUTLET To be installed as part o of this contract. INV IN = 96.67 INV OUT = 97.38 See End Plate detail Excavate to natural soil, C1 layer, ensure Bottom of bed, EL 94.97 ° below resulting surfaces are scarified. This work ESHGW EL = 88.5 shall be witnessed by the engineer and EXISTING D-BOX TO REMAIN the Board of Health. Mechanically compacted base General Notes; INV OUT = 96.49 1. CONTRACTOR SHALL CONTACT DIG SAFE 1-888-DIG-SAFE AT LEAST e d ' °,• ° d a ' a d e . . : < . 72 HOURS BEFORE STARTING WORD 2. All materials and construction shall be in accordance with 310 CMR it 15.000 Title 5 of the State Environmental Code. EXISTING TANK TO REMAIN 3" MIN - Loam and sped 3. No work shall be done until all necessary permits have been obtained. Contractor to install Zabel Filter on outlet SILOCK END PLATE CHAMBER 4, This system must be installed by an approved septic installer in the Town of Barnstable. DRYWALL SCREW v� 5. This plan is for the installation of an on-site sanitary sewage disposal I System Profile, (NTH) TO SECURE PIPE -_ - _ system upgrade only., Property Lines should not be used for the i PIPE STOP =1T1 - --Ij[; location of structures, fences or other property line offsets. 41 PVC PIPE �---- = _ =L_ - -� _ _ _ Backfill with B FFLUENT DROPS - -- -` - - - - horizon from 6. No changes may be made to the approved plan without prior notification Contractor shall ensure --' _ to the Barnstable Board of Health and the engineer. Notify the Barnstable BOH --TTf_ excavation. that feed pipe is installed PRECUT OPENING _(:11T- TI�--L�[ - TF�i if (29" max) at least five working days prior tostarting construction. 11 -' - 7. Property line information from Centerville Crossing; Subdivision Plan of Land in to properly abut pipe stop T1T-- -TiT- - --TIT-1Ti� rr ' o p p Y p p p - � II - - Barnstable (Centerville) by Thomas E Kelley, Surveyor, dated August 19; 1986. HIGH CAPACITY INFILTRATOR Design Notes: ( esign criteria (repair): .,.., ;, �'z . 4 bedroom existing End Plate Detail „16 Design does not incorporate food grinder requirements b t rr 11 x 2. Leaching area required: y t1 t 4 S, ',.. 4 440 gpd / (0.74 gpd/sf) = 595 sf t ,> 3. Soil Absorption System requirements: 12 Trench configuration with Infiltrator High Capacity Chambers S'` < n, n 0 98.5 Chamber dimensions: width = 36 ; invert height 11 , chamber Property Information top = 16"; length = 6.25" 8 Donegal Circle 9" Ap 97.75 Excavate 5 feet beyond the Effective Leaching Area 7.79 sf/If chambers in all directions. (594 sf)/(7.79 sf/If) 77 linear feet of trench Barnstable, MA 4. Soil Absorption Area Provided: Map 169 Lot 070 Backfill with Title 5 sand above and Excavate 12 below trenches and 113 If of trench - � 2 Bw beside the chambers. bockfill with compacted Title 5 sand. Two trenches of nine chambers each; Current Owner: Attleboro Enterprises Inc �" 23" 96 58 (2 trenches)(9 chambers)(6.25 If/chember)(7.79 sf/If) = 876 sf of leaching area 284 John Deitsch Blvd INFITRATOR HIGH CAPACITY North Attleboro, MA 02763 r,2 NTS�. TRENCH .DETAIL ( ) Implementation: This contract includes adding onto the existing soil absorption system by adding three infiltrators to the existing trench, and adding another infiltrator trench. C 2. Contractor shall maintain service to the residence during construction by servicing the tank as required at the cost of the contractor. Contact Wind River at 800.499.1682 for pumping. 3. Backfill around and up to 4 inches above the chambers with Title 5 sand. Backfill GNP �;` � Material Specifications with suitable soil from the property as required to match existing PERC CNS Sep an grades after placing three inches of topsoil. Existing tank to remain. 4. Final grades shall match existing grades. O Contractor to install Zabel filter on outlet. 5, This contract includes establishing vegetative cover over the entire disturbed Soil Evaluation Distribution box area or as directed by the engineer. 0. Soil eva a on to confirm soil conditions conducted on Existing distribution box to remain. 6, Contractor shall coordinate the construction inspections with the Barnstable Board ' January 21, 2004 by Ted P. Doucette, P.E. g p `fr 'f' > N � Redoximorphic features encountered at a depth of of Health and the engineer, 24 hours notice required. Deep Observation Hole 1 - DH1 ,r rrp _ Y Infiltrator Systems Inc., High Capacity 7, The required inspections are as follows: / .r` / 98 ---� ,' %` �' ✓ ✓ `' 9 23 Bw loamy sand Title 5 sand, 310CMR255, shall be used to fill around chambers bottom of excavation rr '+ '' f ` ' r and a to 4 inches above chambers. installed system including prior to placing backfill u to 4" sand layer) '• "' ` 23" - 132"' C - medium sand �`,�•��r ':r ✓ p Y gp p g p Y ) Refer to Infiltrator High Capacity trench detail. final grades '�`"-----� r r r; ,•�rf , " ✓ f : ' Redoximorphic features found at 126 inches below grade Estimated g p y Seasonal High Groundwater Elevation ESHGW EL = 8$.50 8, Prior to placing the Infiltrator chambers, the contractor shall compact the ,,, .f', ✓' ;r' !�� �, r No standing water, no weeping water. surface of the trench where the chamber will be placed. When the Chambers Paved , , , , , , , ` ; , ,. ; are the Title 5 sand shall be placed to the elevation of the '4 Bedroom House f ' ` i �' 98 Percolation test conducted at 48 inches below grade at DH 1, placed in fill, Driveway , f r ' r ', f, could not saturate <2 minutes per inch. top of the chamber, then the trench shall be excavated and compacted ` '` before placing the chambers. Gj 99 f;, ,, ,, / r/ r ,1 CD A88.50 Et7HVVU / r " 132"' 88.00 Existing Septic Tank o f T 1 f -m hi OK Soil Profile CIVIL Limit of Overexcavation f .,, Wo 021 New Infitrator Trench "f r r ��� H 1 s En gin Existing Infitrator Trench �� Ted P. Doucette, P.E. Wind River Environmental, LLC 10 e � { New Infitrator Trench ` F Wind River Environmental , LL ft In M,AMC CanI fir ��eryter' I MA Qf�32 ----__ --- P �� � r Main St reet, Suite 110 ;n 0 .T� oMassachusetts 4174Hu s9 978.562.4500 n, 3b '�o� Existing Distribution Box 97 •gypp iu it Sewage Disposal S stem Upgrade Design for Legend 9Y e - lee Observation Hole b Jr 8 0onegal Circle Barnstable, Massachusetts 2001:Mcras¢ft, Percolation Test Rev 1. Added soil confirmation data. 02MAR05 Des By: .Pb Date: October 27, 2004 Bench Mark ___...95 -- Existing Grade Locus Drn By: Scale: as noted TBM 1 Corner of Bulkhead Painted White, EL 100.00 Plan View Trees Rev 2, Four bedroom design 13JUN05 CTK Assume datum Ur F4F FF1 �-W F i I 'If F- It 1" = 20' Dwg. No.: 2004 - 153 I i