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HomeMy WebLinkAbout0069 CAP'N CROSBY ROAD - Health 69.Cap'n Crosby Road,'�,, Centerville F • • A = 193 172 J aaEa� UPC 12534 No.2-153LOR � HASTINGS,MN No. J� � �e��OE-- d Fee�� ----- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _1Z✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for Migpooaf *pstem Cougtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. C` j/ ¢i 7 C�/Ias y Owner's Name,Address and Tel.No. Assessor's Map/Parcel 3 /�� C.H P/A] L/Zo— 9 0,17 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 No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ?30 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank F® /1�?� /daB �s�% Type of S.A.S. 5�0 �,9L /0)t l�r' Description of Soil /" , Nature of RepaLirs or Alterations(Answer when applicable) z�ky"el:e ,G 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- na�l cate of Compliance has been issued by t � Board o -ealth. T1�, ��S qgweb -4- I-le+ ZM /Baer dA� /DkC� Signed a!— P`OPr' Date Application Approved by - Date z_ Application Disapproved for the following reasons Permit No. 200 7 Date Issued AV a)2. Fee THE COMMOWE'ALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION .ISION -TOWN OF BARNSTABLE, MASSACHUSETTS r , 01ppYication for Migool *p!gtem Construction Permit Application for a Permit to Construct( )Repair_( )Upgr O Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No^<0 9 Cf i 7 C74D3 �-. Owner's Name,Address and Tel.No. O Assessor's Map/Parcel 3 /;7 C A P'N _ L/ 547 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1�x/.x�f/�hee y7G r�iti� S7 Type of Building: E Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures q Design Flow 30 gallons per day. Calculated daily flow / gallons. Plan Date Number of sheets Revision Date Title Size iof Septic Tank ;0<'1a c /oa/ Type of S.A.S. 5�b eqC Z4) v s�i/lr Description of Soil /nr®� S 1J ?U d J Nature of Repairs or Alterations(Answer when applicable) //rr ���� /� /F'a,� .7 Sam�sg� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described.on-site sew g disposal system in accordance with the provisions of Title 5 of the Envir�mental Code and not to place tth ystem'�in°ope�kbn`imtil a Certifi- cate of Compliance has been issued by this Board o ealth. u��ars�� G ' "�"" �"' `'" S��aey P'�f H Signed ,. • Date Application Approved by - Date Application Disapproved for the following reasons l Permit No. 2007- t.2 l Date Issued a 2 --------------------—�------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS r,. . - Certificate of Compliance THIS IS TO CER ,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( ) Abandoned( )by k,90 CAI at 69 e*W 1,7 & iS r�>o has been constructed in accordance with the provisions of Title 5 and th for Disposal System Construction Permit No. Op- dated 4,/42 Installer Designer The issuance of is permit shall not be construed as a guarantee that the s,stem,will function as designed. Date 6)/(22 Inspector l L. --------------- ------------------------ No. .2—a12— 2 '7' i Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE.,MASSACHUSETTS Migogal *pOtem Construction Permit Permission is hereby granted to Construct( 1-Re air( )Upgrade( ),Abandon( ) System located at 9 t"f� �'2vsGy 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. j Provided:Constr etiion must be completed within three years of the date of-this-permit. ff this,-permit. Date: t� 49 Approved by��� r _r TOWN OF BARNSTABLE 1 LOCATION_ IA eCA� SEWAGE # - VILLAGE 64111L�It e or ASSESSOR'S MA LOT I 3 '17 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY %b�� LEACHING FACILITY: (type) V (size) <-00 621H, NO.OF BEDROOMS 3 BUILDER OR OWNER10f( ����n PERMIT DATE: '!L COMPLIANCE DATE: 31 d,0 1 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by - VLAt 9-4 �C. r ��nr CNj�7 i r d �r TOWN OF BARNSTABLE LOCATION ISL SEWAGE # VILLAGE a� `��1 ASSESSOR'S M LOT I�� l INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size)�® NO.OF BEDROOMS 3 , BUILDER OR OWNER A"YW(2 PERMITDATE: 1 COMPLIANCE DATE: 312 dO :c Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r. - 01. 354 I ' � .3Nni PH Cn f Outback Engineering 106 West Grove Street Middleboro, Massachusetts 02346 (508) 946-9231 April 2 ,2002 Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 Subj : 69 Cap'n Crosby Road Septic System Inspection To Whom It May Concern: Outback Engineering, has conducted the necessary inspections for the newly installed Title V septic system for 69 Cap'n Crosby Road. I hereby certify that the new septic system has been installed in conformance with the approved plan. Very truly your i rA. ik, P.E. A Outback Engineering 106 West Grove Street Middleboro, Massachusetts 02346 (508) 946-9231 April 2 ,2002 Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 1 Subj : 69 Cap'n Crosby Road Septic System Inspection To Whom It May Concern: Outback Engineering, has conducted the necessary inspections for the newly installed Title V septic system for 69 Cap'n Crosby Road. I hereby certify that the new septic system has been installed in conformance with the approved plan. Very truly yours, rA. ik, P.E. j °FIME T Town of Barnstable ti Regulatory Services r r * ■ * BARNSfABLE, MASS. $ Thomas F. Geiler,Director �pr16 39.�A10 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 69 Cap'n Crosby Road Centerville,MA Re: Failed septic system investigation Date: March 27, 2002 Time: 2:45 P.M. Location: 69 Cap'n Crosby Road Investigator: David Stanton,Health Inspector, Town of Barnstable -Mid-Cape Septic did the original septic system installation -Permit# 1998-444 -Installation completed on 07/22/1998 -Permit called for"Install off D-box Four High Capacity Infiltrators w/4' stone on sides and 14"underneath" -On 03/20/01,Health Inspector Glen Harrington issued a warning notice to the homeowners, because of hydraulic failure present at 69 Cap'n Crosby. -The system continued to fail. -On March 11, 2002, Health Inspector David Stanton issued another warning for not having the septic tank pumped enough to prevent sewage from flowing onto the surface of the property and into the street. -On March 15, 2002,the homeowners received a certified letter stating the system needed to be pumped regularly to prevent hydraulic failure, and they must fix their septic system so that it operates correctly,within 14 days. -On March 25, 2002, Health Inspector David Stanton issued a ticket for$25.00 for failure to have the septic tank pumped enough to prevent the sewage from flowing onto the surface and into the street, after repeated warnings. -A new permit has been pulled to repair the failing septic system. Permit#2002-129, dated 03/26/2002 -On March 27, 2002, at 2:45 P.M., Health Inspector David Stanton visited the site,while they were excavating the old septic system. They slowly removed the soils around the infiltrators, when the side of the infiltrator was exposed,no double washed 3/4 to 1 %2" stone was present underneath the infiltrators as stated in the disposal permit application. -There was a small amount(only 1"-2" deep) of double washed 3/4"to 1 %2" stone inside the infiltrator. This small amount of stone came out with the backed-up sewage as it drained out the bottom of the infiltrator while they scraped away at the side of the infiltrator. This can be seen in the Polaroid photographs. -The sand below the infiltrators was clean, and did not appear to have had sewage drain through it. -Though not witnessed by a health inspector, the new installer stated that the far end of the infiltrators (closest to street)was located in the b-layer of soil. The b-layer may be used,but only if designed for, and the percolation test is performed in this layer. This was not witnessed, as it was an emergency repair, and the new installers needed to get a start on the new installation, and the far end of infiltrators was in their way. J I Health Complaints 12-Mar-02 Time: 12:50:OO PM Date: 3/11/2002 Complaint Number: 3304 Referred To: Dave Stanton Taken By: FLORENCE SMITH Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number: 69 Street: Captain Crosby Village: CENTERVILLE Assessors Map Parcel: Complaint Description: Overflowing Septic draining into the street and into the drain across the street. Also, the. person living in this house is dumping trash in. the woods across the street. Actions Taken/Results: Homeowner is in the process of a lawsuit against the installer of the septic system.. Sewage was present at the bottom of the driveway and into the road. (1) photo on file. She claims it was just pumped. I told her she needs to keep it pumped so it does not discharge onto the surface, and it needs to be repaired. I gave her Rodger Roberts phone number,whom she has been trying to contact. I also let her know he is to appear at the next Board of Health hearing, and she said she would make an effort to attend. She claims her lawyer is working on the case. I recommended she keep her receipts of pumping to utilize in her case if she wished. I also spoke with the neighbor filing the complaint, he approached me when I was at the sight. I told him the situation, and told him to contact us anytime there is sewage discharging on the surface.. I let her know 1 31 Health Complaints 12-Mar-02 there was also a complaint about garbage dumped across the street, and she said she would never do that. There appeared to be no garbage except a couple of wrappers from potato chips. A follow up letter will be mailed. Investigation Date: 3/11/2002 Investigation Time: 2:45:00 PM 2 i Ft Tati Town of Barnstable Regulatory Services • BARNSTABLE, y MASS. g Thomas F.Geiler,Director 1639. ♦� Public Health Division Thomas McKean,Director 367 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 _- September 25, 2001 Mr. David Litchman 69 Cap'n Crosby Lane Centerville, MA 02632 RE: 69 Cap'n Crosby Road Dear Mr. Litchman: On April 6, 2001, Glen Harrington, Health Inspector, investigated a complaint of an overflowing septic system at your property located at 69 Cap'n Crosby Lane, Centerville. During the investigation Mr. Harrington observed raw sewage effluent approximately six (6) inches above the top of infiltration chambers. The occurrence of the effluent above the top of the soil absorption system is an indicator of hydraulic failure. You, the property owner, are responsible for hiring a septage hauler to pump the system on a regular basis, daily if needed, to ensure raw sewage does not overflow onto the top of the ground. In addition, you are responsible for hiring a professional engineer and a septic installer to repair the system within sixty days. Attached is a copy of Mr. Harrington's report. Sincerely yours, 0 omas A. McKean, RS CHO Director of Public Health COMPLAINT INVESTIGATION REPORT Address: 69 Cap'n Crosby Road, Centerville Date: April 6, 2001 Conducted By: Glen Harrington,R.S. Both Mr. Litchman and I (Glen Harrington) were present while the system was breaking out of ground surface at time of investigation. I excavated six (6) holes to determine the depth to the top of the soil absorption system (SAS) and to approximate the location of the end of the SAS in relation to property line. Grey wet soil was encountered in all the excavation holes. Effluent filled the holes quickly so the investigation was difficult. No peastone was excavated but I encountered an infiltration chamber in one of the holes. The distance below grade was measured. My findings included: The end of the soil absorption system (SAS) was approximately seven feet from the property line. Peastone was encountered with a probe approximately 13 feet from the property line. The top of the chamber was approximately 27 inches below grade. The following suspicions are noted based upon my professional opinion. It should be noted here that these suspicions were not verified at the time of the investigation. • The top of the SAS may not be located a minimum of 15 feet away from the slope; however this suspicion could not be proven because of the presence of effluent. This could only be verified in the future upon excavation of the leaching trench. • The bottom of SAS may have been installed at an angle, based upon the depths of the peastone encountered with a probe. This suspicion could only be verified in the future upon excavation of the leaching trench. • The SAS may not have been designed for the correct soil type if the soil does not percolate at<5 minutes/inch. However, a percolation test would have to be conducted to determine the actual percolation rate in the SAS area. Overflowing sewage is a public health hazard. The property owner is responsible for hiring a septage hauler to pump the system, daily if needed, to ensure sewage does not overflow onto the top of the ground. In addition, the owner is responsible for hiring a professional engineer and a septic installer to repair the system within sixty days. Signed: Glen Harrington, ik.s. , 26'01 11 :32 AM P. 01 Robert and Sons Sepdc is Louts Street Hyannis, Massachusetts 02601 ph. 509-778-1898 fax 508-790-9732 May 15,Z001 Mr.Thomas McKeon,Director Barnstable Health Department Board of Health Dear Mr.McKeon and Barnstable Board of Health Members, I would like to begin by thanking you for allowing me more time by continuance. I have sought advice from counsel,family and friends. I have had the time to come to the decision of what I believe to be the best for both the Town of Barnstable and my family. I do very strongly and in large deny the allegations as they are presented in the statement received. I also in part do agree with certain allegations of the Barnstable Health Department. In making my decision I did not do so with any lack of respect to the Barnstable Health Department. I have had a long good standing relationship with the staff and hold all in the very highest regards. My personal decision is I will not oppose the Barnstable Board of Health, seeing no positive results for the Barnstable Health Department or my family. I will surrender my license#59 to the Barnstable Health Department. The reasons for this surrendering are following. The attempted expansion of my business has been the reason for the eventual collapse of my company. I,due to overloading,could not control it and it has resulted in all negative impacts. I cannot insure that my license was used properly,could not supervise and did not have full control over it's use. Also under advice I am in the process of seeking bankruptcy protection. I have sold a portion of my excavation business and am transferring ownership out of my name to these parties. I would ask Mr.Tom McKeon permission to complete three outstanding jobs before surrendering my license. The first job is for Mr.David Utchman,69 Captain Crosby, Centerville. This system failed after only 25 months. As explained I never saw this site until three weeks ago and promised Mr.Litchman I would remove and fix his leaching system at my cost. If so granted permission Health Agent Mr.Glenn Harrington would supervise this project and together we would see if soils or other issues are the cause for failure. The final two are signed contractual obligations. I will install fast and will meet with Mr. Harrington as he sees fit. The sites are wide open properties with no issues of variance. I am positive when reviewed Mr.Harrington will have no objections. The addresses arel22 Old Stage Road,and 38 Dunaskin Road,Centerville. I will accept any decision from the Board regarding these final three systems. I am only trying to do the right thing as these homeowners need these jobs completed timely. r -t R.� .M `tiR s Yl 11 :33 AM P. 92 or any incOdvellience. I do believe this I apologize to the Departm�eealth Department'snt and the Board concerns as well as y children`s welfare- decision will most benefit el Ro der E. Health Complaints 29-Jun-01 Time: 3:00:00 AM Date: 6/29/2001 Complaint Number: 2919 Referred To: GLEN HARRINGTON Taken By: THOMAS MCKEAN Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number: 69 Street: Captain Crosby Village: CeNTERVILLE Assessors Map-Parcel: Complaint Description: Overflowing since the spring. The smell is unbearable. Actions Taken/Results: Investigation Date: Investigation Time: >3� �l 1 (' �� �� C,��� G-�••; C�.� fie. j� - - - -- - --�'�j,�e-��/�2G.S v��.� -P�Gvt,�.,_,✓s->.�C�c-/j-'-'a�e- -? -la-�-)`�''`�- _ yo 5 . �d-� �r? _/v - .Qti z.w P- ._ 6ow f I� E.,, Vi eA f f� . ._ __.._.—__T__. � _ _ . _ �_— _ ----- __-_.� _T____ ..._�. _.____ _.- .�.--_ - _ _ _ _ i . t . _ s — ---- ---—— _ — - � -- —-- - -- _.... .T� -—_. _ . r ,. .,;,,. � g .+ .. _ �___- �--..—..--�- ...--,..... �__..___�.....___,.____. __ .—.,-__.._._.....—.—..__...... _. _ �_ _____ ._ --�.y. _.�� _ '! �.�. �__� � � _�.�___�. _._ _--�-__�_� jam_����T—..��-�r-'.��.����.—.—�.._�_�_.. ...+ - _ ` S ._ _ �.._. - .�_�,_. �� .� �.....-��.--� _. __.._ �. ...r.�_..�—.--�-- -• ..�_�. ��_... _� _-�.� � �..� �. .,.._....tom _�_ _._��_ �_.._..T�.._ .� _. ._. _.�. � ��.�..�. �__ ��.,_ �_�__�� �._ ... .._._� � _�� __. _....-ham _� I //A // t1 a\•• ate , THE COMMONWEALTH OF MASSACHUSETTS TOWN OF BARNSTABLE BOARD OF HEALTH NOTICE TO ABATE A NUISAN E Aso ne ant ofC �-.._L � you are hereby notified to remedy the conditions named below within 24 hours of the service of this notice, according to Massachusetts General Laws,Chapter III,Section 123: No c rra. tZ ao.` A &/ CAA_ 1'Z-cal tom-, "Cw(-e If at the expiration of time allowed these conditions have not been remedied, such further action will be taken as the law requires and a fine of$25.oo per day maybe charged. Hazardous Waste $50.00 By Order of the Board of Health -;� nspector 3-Zo-ot G Q Lai G�.t A,y � C E#�v a•{—,Ir hs w k.i any'' ov-t — rc a b L l rw rou L e x is a�G ¢• G. jr,f1, Q•S- 1 rl ► ` a"- 3-ao-Loo► (09 Co p-f• Gros Ly Rdl., C�/(ve w} #P v cL (t dl a OACLi(b o lc ain,.dt i 4ft.0" Gcv4 aA. fog r�'M -E vw a d C a.r. Assessment Reults Page 1 of 2 Contact Town Hall r S t a-` i Thursday,September 20,2001 Home 9 Search Site I Government Departments_I Information Center I What's New Data is based on Fiscal Year 2001 Assessor's database and is provided for information purposes only. Data presented here will be reflected on the Tax Bills mailed late April, 2001. 69 CAPN CROSBY ROAD N1ap Map/Parcel 1 Parcel Extension: Mailing Address: 193/172/ LITCHMAN, DAVID G Owner of Record: LITCHMAN, DAVID G 69 CAPN CROSBY LN Property Location: CENTERVILLE, MA 02632 69 CAPN CROSBY ROAD Parcel ID:193172 Fiscal Year 2001 Assessed Values Building Value: Extra Features: Outbuildings: Land Value: Totals: Appraised Value $ 120,000 $23,000 $0. $45,100 $ 188,100 Assessed Value $ 120,000 $23,000 $0 $45,100 $ 188,100 Sales History Owner: Sale Date: Book/Page: Sale Price: DAY, RONALD A&JOAN S 3/15/1985 4437/083 $ 95,000 STANLEY, CHARLES F&JOAN C 2321/ 159 $ 0 LITCHMAN, DAVID G 8/14/1998 11638/ 165 $ 178,250 Land and Building Description Land Building Lot Size(Acres): Year Built: 0.36 1984 Zone: Living Area: RC 1762 Appraised Value: Replacement Cost: $45,100 $ 133,338 Assessed Value: Depreciation: $45,100 10 Building Value: $ 120,000 Construction Details http://www.town.bamstable.ma.us/Information O1/Assessment/results.asp?MAPPAR=193172 9/20/01 Assessment Reults Page 2 of 2 Style: Interior Walls: Raised Ranch Drywall Model: Residential Interior Floors: Grade: CarpetHardwood Average Grade Stories: Heat Fuel: 1 Story Oil Exterior Walls Heat Type: Wood ShingleClapboard Hot Water Roof Structure: AC Type: Gable/Hip None Roof Cover: Bedrooms: Asph/F GIs/Cmp 3 Bedrooms Bathrooms: 3 Bathrooms Total Rooms: 6 Rooms Outbuildings& Extra Features Code Description Units/SQ FT Appraised Value Assessed Value FPL1 Fireplace 1Sty 1 $2,700 $2,700 BLA Bsmt Liv-Aver 740 $ 16,700 $ 16,700 BGAR Bsmt Garage 1 $ 3,600 $3,600 Building Sketch F s . http://www.town.bamstable.ma.us/Information O1/Assessment/results.asp?MAPPAR=l93172 9/20/01 N. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppricatiou for Digogar *potent Congtruction Vermit Application for a Permit to Construct( )Repair( )Upgrade{f-+Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.(�z Q CVOS �1Y- Owner's Name,Address and Tel.No. Assessor's Map/Parcel r y "I ( �-- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. "D-C 09e-5'e-eN1$Q Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �✓ gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Fr- Size of Septic Tank ' er--Vs Type of S.A.S. �,�e4\C c`— Description of Soil Nature of Repairs or Alterations(Answer when applicable) 9V tAA\ d �" Q d V.7-b cc �, 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 Enviro mental Code and nupt to place the system in operation until a Certifi- cate of Compliance has bee ' ued by this Bo c Signed Date 7- Application Approved by d Date 7 lq— Application Disapproved for the following reasons Permit No. '57 K2�y� Date Issued TOWN OFBARNSTABLE n LOCATION TIYc ,, It' Q�� SEWAGE # tv VILLAGE_ `� ASSESSOR'S MAP & LOT I — INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACII,ITY: (type) ) (size NO. OF BEDROOMS 3 BUILDER OR OWNER PERMITDATE: '7 5'- COMPLIAN DATE: e 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 g � No. / O 7 7 ".` Fee 4 ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for rigpogal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(f-tAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.(a Q G C vQS Owner's Name,Address and Tel.No. Assessor's Map/Parcel lie Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. M 1 V--c f��e 9,e Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures „, a ," Design Flow �3� gallons'.per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank �X Type of S.A.S. �-- Description of Soil IA,�.st4 rAC Nature of Repairs`or Alterations(Answer when applicable) SY 4 A4 1'v\-00. 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 Enviro mental Code and t to lace the system in operation until a Certifi- cate of Compliance has bee ued by this Bo Signed Date 71/ 7�/ _j�- 1 Application Approved b Date '7 Application Disapproved for the following reasons Permit No. g' _. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(�• Abandoned( )by M —( A e L S - at C W T1`/ C(20s13 G`C( I C v1 I Ile has been constructed in accorda e' with the provisions of Title 5 and the for Disposal System Cons ction Permit No. FT-Of dated �. Installer Designer The issuance of this permit shall of be construed as a guarantee that the system will fu.ction as designed. Date_ I- "1 7j Inspector_ fib,i r t 4 No. Fee s�/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS 'WigPogar *pg m Construction Permit Permission is hereby granted to Construct( )Repaif.#<)Upgrade( )Abandon( ) System located at --C V -0e- t ct ti "\f C S and as described in the above Application for Disposal System Construction Permit.�eapphcant 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 it. Date: ��� Approved by � / I jf. TOWN OF BARNSTABLE LOCATION �� �fl✓ �cc Cam^., SEWAGE # VILLAG ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Ste. LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: -7 OMPLIAN 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 lF ove A lam. pig 2aa eiak 7.3 7,3 10 C CAT IQNr SEWAGE PERMIT NO. Lo . 1-3 ?-tea f� VILLAGE � e (� I N S T A LLE,R'S NAME i ADDRESS y S U I L D E R OR OWNER 1DA T E PERMIT ISSUED DATE COMPLIANCE ISSUED ._ ' �P . This Form I s'To Be Used For the Repair.of Failed Septic Systems Only. OF SKETCH AND APPLICATION FOR A R� ON - CERTIFICATI ITHOUT DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT { ENGINEERED PLANS) ,t hereby certifyrttfY that the application for disposal works concerning the construction permit signed by me dated meets all of the property located at foil Criteria: o S , L4-- There ero no wetlands located within 100 feet of the proposed inching facility ` Ovate wells within 1 SO fge$it"am eet of the proposed ere no Pri �, • b no Mereese in flow arwor change in use proposed are no"flow"requested a.needed' _ will be lasted within 2S0 feet of any wetlands,thtrbottom of the I a proposed leaching facility han fourteen(14)feet above the maximum adjusted proposed iesching facllay will be locates less t groundwater table elevation• ' please eomplete the following: 1 A)Top of Ground Elevation(according to the Engineering Division at.s.map) E g)Observed Groundwater Table Elevation(according to Health Division well map) -7 j DATE: j , I SIGNED: LICENSED SEPTIC SYSTEM INSTALLER IN THB TOWN OF gA1t>'ISTABLE NUMBER i A1r•Itth•tlou+e+•d Ind•Ila poe�•na•owl"•d,ptot pilot tAttwh to 0k01 pint et'th•pepewd s!' this plan should be submitted). ' °� ., t Maser 6mr.wt Ufa� AO0 r i NAME OF OFFEN{1 •D J,d `� �^ BAR 65326 � TOWN OF ADDRESS OFSFFENDE 0 C6 r4S BARNSTABLE CITY, j!�1 I1C;e�V ��P` 1HE, ti / MV/MB REGISTRATION NUMBER O; OfFEN (ItsgALf i�y'IIAN\Sl'ANI.F:, /I1 ♦ n yf'� I /� ,`I /�,()� C !jl t l ..n /// /(y/ "tt�� 9 MASS. S ^/ I�of a rA o D of P6.t //�a,f �?�//!l ( .)")44ol 1 f1.fr.I r ?r / ,CL �p ,639• �0 - - 1ED -Z rrt�� , LU TIME AND DATE OF VIOLATION j COG TON OF VIOLATION NOTICE OF (A.M./ .M)ON MArj 2o0Z SIGTIATURE O . FORCING PERSO ENFORCING DEPTf f BADGE NO. w VIOLATION �,�� i ,�J�„ f �, J „ o OF TOWN I HEREBY ACKNOWLEDGE RECEIPT OF CITATIONUj ORDINANCE Unable to obtain signature of offender. ,Oe THE NONCRIMINAL FINE FOR THIS OFFENSE IS S Date mailed "-1 w OR YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER.EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL a DISPOSITION WITH NO RESULTING CRIMINAL RECORD. w Cn REGULATION (1)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, J before:The Barnstable Clerk,230 South Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, a Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. (2)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET, BARNSTABLE, MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued against you. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount Of$ Signature Health Complaints 26-Mar-02 Time: 10:20:00 AM Date: 3/25/2002 Complaint Number: 3333 Referred To: David Stanton Taken By: FLORENCE SMITH Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: 508 428-7297 home phone Number: 69 Street: Cap'n.Crosby Village: CENTERVILLE Assessors Map Parcel: Complaint Description: The septic is overflowing from the leaching field to the two surface drains. It smells!!!! has spoken to both Tom & Dave and fells nothing has been done. He can be reached at home in the late afternoon. Actions Taken/Results: FINED $25.00 FOR NOT PUMPING AFTER GIVEN SEVERAL WARNINGS TO HAVE IT PUMPED AS REQUIRED TO KEEP THE SEWAGE FROM BREAKING OUT ON THE SURFACE. A LETTER HAS BEEN MAILED ORDERING TO FIX SYSTEM BY 03/29/2002. Investigation Date: 3/25/2002 Investigation Time: 3:45:00 PM 1 Health Complaints 26-Mar-02 Time: 12:45:00 PM Date: 3/25/02 Complaint Number: 3335 Referred.To: DAVID STANTON Taken By: BARBARA SULLIVAN Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number: 69 Street: Crosby Circle Village: CENTERVILLE Assessors Map.-Parcel: Complaint Description: Water running across the street at the left side of house running into the catch basin. Actions Taken/Results: FINED $25.00 FOR NOT PUMPING AFTER GIVEN SEVERAL WARNINGS TO HAVE IT PUMPED AS REQUIRED TO KEEP THE SEWAGE FROM BREAKING OUT ON THE SURFACE. A LETTER HAS BEEN MAILED ORDERING TO FIX SYSTEM BY 03/29/2002. Investigation Date: 3/25/2002 Investigation Time: 3:45:00 PM 1 FIKE Town of Barnstable 0 ' Regulatory Services 9 BAMSTABr s g Thomas.F. Geiler,Director . $QED N31g.A� Public Health Division Thomas.McKean,Director 200 Main Street,Hyannis,:MA 02601 Office: 508-862-4644 Fax:. 508-790-6304. i March 13,2002 Mr.David Litchman 69 Cap'n Crosby Road Centerville,MA 02632. . RE: ORDER TO COMPLY WITH THE.STATE ENVIRONMENTAL CODE,TITLE V,AND HEALTH REGULATION PART VII SECTION 2.00 Dear Mr..Litchman: On March 11,2002,David Stanton,Health Inspector,investigated a complaint of an overflowing septic system at your property located at 69.Cap'n Crosby Road,Centerville. .On April 6, 2001,Health Inspector Glen Harrington investigated a similar.complaint.. On September 25,. 2001 you were ordered to hire an engineer and septic installer within 60.days.. You apparently failed to take.any action in this.regard.. During the investigation,.Mr. Stanton observed raw.sewage effluent at the bottom of your driveway and on the.street.. The.occurrence,of the effluent above the.top of the soil absorption system is an indicator of hydraulic failure.. You,the property owner, are responsible for hiring.a septage hauler to.pump the system on a regular basis,daily if needed,to.ensure raw sewage does not overflow onto the top of the ground. In addition,you area ordered to.hire a professional engineerr and a septic installer to repair the system within fourteen(14)days on or before March 29. 2002. Failure to,comply with an order of the Board of Health may result in the issuance of non-criminal ticket citations.. Each day's failure to comply with this order constitutes a separate.violation.. The fine is set at twenty-five(25) dollars per violation.. You may request a hearing if a written petition requesting same.is received by the Board of Health within ten(10) days of the date of this letter. However, the violations must be corrected regardless of a request for a hearing. Sincerely Yours, Thomas A.McKean,RS CHO. Director of Public Health PART VII: NUISANCE CONTROL REGULATIONS SECTION 2.00 NUISANCE CONTROL REGULATION NO. 2(SOURCES OF FILTH) ADOPTED 8/19/86, EFFECTIVE DATE 8/25/86 VIE + 1ARNSTABM • y MASS W 1639. �•� ArEO MA'S A Town of Barnstable Board of Health NUISANCE CONTROL REGULATION NO.2 (SOURCES OF FELTH) In accordance with the provisions of Chapter 111, sections 31 and 122, of the General Laws of Massachusetts and for the protection of public health, the Town of Barnstable Board of Health adopts the following regulation after a public meeting of the Board of Health on August 19, 1986: Every owner, or agent, of premises in which there are private sewers, individual sewage disposal systems, or other means of sewage disposal, shall keep the sewers and disposal sewage systems in proper operational condition and have such works cleaned or repaired at such time as ordered by the Board of Health. Sewage-.disposal works shall be.maintained in a manner that wilt not create objectionable conditions or causes the works to become a source of pollution to the waters of the Commonwealth. No sanitary sewage shall be allowed to discharge or spill onto the surface of the ground or to flow into any gutter, street, roadway, or public place, nor shall such material discharge onto any private property. Any person in violation of this regulation may be fined twenty-five (25.00) dollars. Any person who fails to comply 'with an order issued pursuant to this regulation, shall be fined twenty-five (25.00) dollars. Each separate day's failure to comply with.an order shall constitute a separate violation. This regulation is to take effect on the date of publication of this notice. Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M.Farrish,M.D. 68 Postal CERTIFIED MAIL RECEIPT D.M,estic Mail Only;No Insurance Coverage Provided) ca C3 Postage $ Ln Certified Fee /0 c:13 Postmark ! Return Receipt Fee Here M (Endorsement Required) , r r-q E:i Restricted Delivery Fee C-3 (Endorsement Required) 0 Total Postage&Fees $ .0 Sent To /� 1/- --------------- --- ---- --------------------------------------------------- Street,Apt No.;or PO Box No. C3 -----------6-1------CAA- � r� p City,State ZIP+ cep ,�;�� V1019- 0a6 A PS Form :0, May 2000 See Reverse for Instructions Certified Mail Provides: o A mailing receipt j n A unique identifier for your mailpiece ti o A signature upon delivery n A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. o Certified Mail is not available for any class of international mail. o NO INSURANCE'FCOVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Feturn Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Race yyaat�I�TIS,forrrh 1�to the article and add applicable postage to cover the fee.Eh'dbrsemaill5 Return Receipt Requested".To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. f o For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". 13 If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,May 2000(Reverse) 102595-99-M-2087 Y SENDER: • •MPLETE THIS SECTION ON DELIVERY ■ Complete items.1,2,and 3.Also complete A. Signatu item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X /yr Addressee re so that we can return the card to you. B. Receiv d by 6 Printed Name C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. a'!� y ✓� G D. Is delivery address different from item . ❑ es 1. Article A, dressed to: #� If YES,enter delivery address below: ❑ No 6 Crosby eel Cen�eU. /'l�e� n�►/} Ua�3Z 3. Service Type Certified Mail El Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (1-ransfei from service label)j ;7U 0 o 16 70 0013 t5S y0 9. 78 � PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 UNITED STATES POSTAL SERVIC`16• �., ,r=-w� . --Postage Maih 4�' �� ., -Postage&Fees Paid LISPS Permit No. G710 • Sender: Please prpt yo-ur n.anie, address, and ZIP+4 in this box • I I PVbik H"01viebn• Town of Bamstake 200 Main St Hyannis,Massachusetts 02601 PART VII: NUISANCE CONTROL REGULATIONS SECTION-2.00 NUISANCE CONTROL REGULATION NO. 2(SOURCES OF FILTH) ADOPTED 8/19/86, EFFECTIVE DATE 8/25/86 °F IMEBARNSTABM ram, MASS. t639 Town of Barnstable Board of Health NUISANCE CONTROL REGULATION NO.2 (SOURCES OF FILTH) In accordance with the provisions of Chapter 111, sections 31 and 122, of the General Laws of Massachusetts and for the protection of public health, the Town of Barnstable Board of Health adopts the following regulation after.a public meeting of the Board of Health on August 19, 1986: Every owner, or agent, of premises in which there are private sewers, individual sewage disposal systems, or other means of sewage disposal, shall keep the sewers and disposal sewage systems in proper operational condition and have such works cleaned or repaired at such time as ordered by the Board of Health. Sewage .disposal works shall be maintained in a manner that will*not create objectionable conditions or causes the works to become a source of pollution to the waters of the Commonwealth. No sanitary sewage shall be allowed to discharge or spill onto the surface of the ground or to flow into any gutter, street, roadway, or public place, nor shall such material discharge onto any private property. Any person in violation of this regulation may be fined twenty-five (25.00) dollars. Any person who fails to comply 'with an order issued pursuant to this regulation, shall be fined twenty-five (25.00) dollars. Each separate day's failure to comply with an order shall constitute a separate violation. This regulation.is to take effect on the date of publication of this notice. Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish,M.D. 68 �ptNE lqy, Town of Barnstable ti0 ' Regulatory Services 9BARMNi��AB E'�' 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 13,2002 Mr.David Litchman 69 Cap'n Crosby Road Centerville,MA 02632 . RE: ORDER TO COMPLY WITH THE STATE ENVIRONMENTAL CODE,TITLE V,AND HEALTH REGULATION PART VH SECTION 2.00 Dear Mr..Litchman: On March 11,2002,David Stanton,Health Inspector,investigated a complaint of an overflowing septic system at your property located at 69.Cap'n Crosby Road,Centerville.. On April 6, 2001,Health Inspector Glen Harrington investigated a similar.complaint. On September 25,. 2001 you were ordered to hire an engineer and septic installer within 60.days. You apparently failed to take any.action in this.regard.. During the.investigation,Mr. Stanton observed raw sewage effluent at the bottom of your driveway and on the street.. The occurrence of the effluent above the.top of the soil absorption system is an indicator of hydraulic failure. You,the property owner, are responsible for hiring.a septage hauler to.pump the system on a regular basis, daily if needed,to ensure raw sewage does not overflow onto the top of the ground. In addition,you are ordered to hire a professional engineer and a septic installer to.repair the system within fourteen(14).days,.on or.before March 29 2002. Failure to comply with an order of the.Board of Health may result in the.issuance of non-criminal ticket citations. Each day's failure to.comply with this order constitutes a separate.violation.. The fine is set at twenty-five (25)dollars per violation. You may request a hearing if a written petition requesting same.is received by the Board of Health within ten(10) days of the date of this letter. However,the violations must be corrected regardless of a request for a hearing. Sincerely Yours, Thomas A.McKean,IRS CHO. Director of Public Health TOWN OF BARNSTABLE BAR-W V 3637 Ordinance or Regulation WARNING NOTICE Name of Off ender/Manager rA ]`y G� t g- L, , Lr 4 n Address of Offender a Ir dS MV/MB Reg.# Village/State/Zip ��+.� � , ,+:r Business Name? /�' amO on 200.2 Business Address S ' na u e of nforcing Officer Village/State/Zip J� Location of Offense �� � f ;;�4 Enforcing Dept/Division Offense Erna vJi Facts r r G tlriie 74- This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLEI r BAR-W � Ordinance or #Regulation WARNING NOTICENOTICE Name of Offender/Manager eA V + I. , �,r I.s AM A Address of Offender r td f fd MV/MB Reg.# Village/State/Zip ( Cn `t ,. fir Business Name '�i � am/ , on � M j " 20U.? Business Address Signature of 'Enforcing Officer x Village/State/Zip / Location of Offense Enforcing Dept/Division {{ Offense t . 1.i.. �c; . � � 1�t �� ,• ? r t # Facts f �` ' ` t ��^ .�' f .,..r6�{ � t'i#rx This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. 1 Health Complaints 12-Mar-02 Time: 12:50:00 PM Date: 3/11/2002 Complaint Number: 3304 Referred To: Dave Stanton Taken By: FLORENCE SMITH Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number: 69 Street: Captain Crosby Village: CENTERVILLE Assessors Map Parcel: Complaint Description: Overflowing.Septic draining into the street and into.the drain across the street. Also, the person living in this house is dumping trash in the woods across the street. Actions Taken/Results: Homeowner is in the process of a lawsuit against the installer of the septic system. Sewage was present at the bottom of the driveway and.into the road. (1) photo on file. She claims it was just pumped. I told her she needs to keep it pumped so it does not discharge onto the surface, and it needs to be repaired. I gave her Rodger Roberts phone number, whom she has been trying to contact. I also let her know he is to appear at the next Board of Health hearing, and she said she. would make an effort to attend. She claims her lawyer is working on the case. I recommended she keep her receipts of pumping to utilize in her case if she wished. also spoke with the neighbor filing the complaint, he approached me when I was at the sight. I told him the situation, and told him to contact us anytime there is.sewage discharging on the surface. I let her know 1 Health Complaints 12-Mar-02 there was also a complaint about garbage dumped across the street, and she said she would never do that. There appeared to be no garbage except a couple of wrappers from potato chips. A follow up letter will be mailed. Investigation Date: 3/11/2002 Investigation Time: 2:45:00 PM 2 TO DATE TIME V P / 6I PM H FROM A A ODE Q OF No-568-1711-2637 N IEXT. E nn E Q 1 eC& / — m S O E O SIGNED PHONED CALL RETURNED SEE WANTSTO FW AGAINIALL ypAS W �,a+URGE BACK CALL _? u i , r Town of Barnstable Regulatory Services. BMtN9rABM AS& Thomas F.Geiler,Director Ar f p � Public Health Division Thomas McKean,Director 367 Main Street; Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 25,2001 Mr. David Litchman 69 Cap'n Crosby Lane Centerville, MA 02632 RE: 69 Cap'n Crosby Road .Dear Mr. Litchman: On April 6, 2001, Glen Harrington, Health Inspector, investigated a complaint of an overflowing septic system at your property located at 69 Cap'n Crosby Lane, Centerville. During the investigation Mr. Harrington observed raw sewage effluent approximately six (6) inches above the top of infiltration chambers. The occurrence of the effluent above the top of the soil absorption system is an indicator of hydraulic failure. You, the property owner, are responsible for hiring a septage hauler to pump the system on a regular basis, daily if needed, to ensure raw sewage does not overflow onto the top of the ground. In addition, you are responsible for hiring a professional engineer and a septic installer to repair the system within sixty days. Attached is a copy of Mr. Harrington's report. Sincerely yours, 0 omas A.McKean, RS CHO Director of Public Health COMPLAINT INVESTIGATION REPORT Address: 69 Cap'n Crosby Road, Centerville Date: April 6, 2001 Conducted By: Glen Harrington,R.S. Both Mr. Litchman and I(Glen Harrington) were present while the system was breaking out of ground surface at time of investigation. I excavated six (6)holes to determine the depth to the top of the soil absorption system(SAS) and to approximate the location of the end of the SAS in relation to property line. Grey wet soil was encountered in all the excavation holes. Effluent filled the holes quickly so the investigation was difficult. No peastone was excavated but I encountered an infiltration chamber in one of the holes. The distance below grade was measured. My findings included: The end of the soil absorption system (SAS) was approximately seven feet from the property line. Peastone was encountered with a probe approximately 13 feet from the property line. The top of the chamber was approximately 27 inches below grade. The following suspicions are noted based upon my professional opinion. It should be P noted here that these suspicions were not verified at the time of the investigation. • The top of the SAS may not be located a minimum of 15 feet away from the slope; however this suspicion could not be proven because of the presence of effluent. This could only be verified in the future upon excavation of the leaching trench. • The bottom of SAS may have been installed at an angle,based upon the depths of the peastone encountered with a probe. This suspicion could only be verified in the future upon excavation of the leaching trench. • The SAS may not have been designed for the correct soil type if the soil does not percolate at<5 minutes/inch. However, a percolation test would have to be conducted to determine the actual percolation rate in the SAS area. Overflowing sewage is a public health hazard. The property owner is responsible for hiring a septage hauler to pump the system, daily if needed, to ensure sewage does not overflow onto the top of the ground. In addition, the owner is responsible for hiring a professional engineer and a septic installer to repair the system within sixty days. Signed: Glen Harrington, .S. O P F BENCH MARK: TOP OF FNO. (SAS) SHALL BE ELE.=6-4.0 MANHOLE COVERS TO EXTEND TO �2' WIDELONG. 0 5r (roe ` ptK- s .� SM WfTHIN 6' OF FINISH GRADE I� - �(j L0 P��ING Z� DEEP f ` OS BAFFLE REQ'D �Q 3/a EL=. _ X r'�T , D.B. PEASTONE TOPPING 7q Al G i oac� GG•Z 1.4�,0 , 55 5 - CAP ENDS GENERAL NOTES: T-A-J,Y, 3—=--+ D LOW Zo `1-3/4" DOUBLE WASHED - ELEVATIONS SHOWN BASED ON U.S_G.S. DATUM. EX iST. D IS�f', _ STONE ALL AROUND SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.Y.C. to - THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR TO BACKFILLING OF SEPTIC SYSTEM. 20' MIN. 4 " 4 N oTE ' - SEPTIC SYSTEM STRUCTURAL COMPONENTS COQFS �m i C I � SHALL BE CAPABLE OF WITHSTANDING A SOIL TEST LOG PROPOSED SEPTIC SYSTEM USG TWO �Z'� t� _zo H-10 LOADING, UNLESS SPECIFIED OTHERWISE PERC RATE=< 2 MIN/INCH NO SCALE S.ZO we Vi RS — SEPTIC SYSTEM UNDER DRNEWAYS SHALL R�GAST �'`1C�' I N E COMPLY WITH A H-20 LOADING. THE DESIGN AND COMPONENTS OF THE SEPTIC DEP`rH o AELEV.= r suro crR 3/1 6 A�(,I;,!G 5 5 O C) A O S (, LL.G-I e' p�'0 - SYSTEM SHALL BE IN COMPLIANCE WITH THE I(�T4 STATE OF MASSACHUSETTS SANITARY CODE 9 LOAW SM D I WR C?�G �fd w l 4 STOYJ�- A LL- V r�t A +L� TITLE V. AND SHALL BE IN COMPLIANCE WITH 61 THE LOCAL BOARD OF HEALTH RULES AND A tLOuN REGULATIONS. Cl MMUM SAND 1OTR 10Tf, - THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL UNDERGROUND UTILITIES AND 144, 4&00 / 13,Y �` w l S SHALL NOTIFY DIG - SAFE PRIOR TO ,} I j , ` &fzo 1 b — CONSTRUCTION. iv G P4 t1lJt) v�l A TY o 13S EX V CD _ �� "a-re, O rocep �p NO GARBAGE GRINDER .�, aV� � DESIGN CRITERIA: R -� . _...'� LEGEND: � _.--- DESIGN FI_ow b 2' N 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. EXISTING CONTOUR — —— — — i ! _ WATER SERVICE W—W— T O F t REQUIRED SEPTIC TANK: TEST HOLE 'i L O 1 C_x I GAS SERVICE —CT-G— 7 )C 1 S�, 3 g a MAP 3 SEPTIC TANK PROVIDED BENCH MARK DESIGN PERC RATE <2 MIN/INCH _ A(Zcv, 17 SIZE OF REQ'D (SAS) AREA = 330/0.74 = 446 S.F. -70 70 SIDEWALL (2)(_Z$;( Z. +(2)( It- (Z)= 1�E S.F o o �._. BOTTOM 12 ( 25 . ) = 300 . S.F. E, SIZE OF LEACHING FACILITY PROVIDED: No TE► T1,4 t - - 1 4 Yj S.F. + -3 o o S.F. = 44 8 S.F. - NO tEKCav S 1 SS t/3 Arm' - i �� As�,�aF EFFECTWE DEPTH: Z- Top �� EFFECTIVE LENGTH: JAPMES EFFECTIVE WIDTH: 2' . AVLI rCA IS CIVIL ca OUTBACK ENGINEERING No 36488 106 WEST GROVE STREET ' > 1 rk S 7u�/ ny 9F�� E��O MIDDLEBORO, MA 02346 S Kt- ��Fss� (508) 946-9231 cawrookPROJECT: SEPTIC SYSTEM REPAIR PLAO 3 — d AS SHOWN(o9 CAP'W CAOS8-Y IZD owuw W. Jp WE* MAP 113/ LOT -17 r�s Elf:m 2�16 OWNER: DAvlt-) (..1Tc-H-MArJ L,LE; A a-b 3 O P BENCH MARK: TOP OF FND. ELE.=64.0 (SAS) SHALL BE S L�J '�� MANHOLE COVERS TO EXPEND TO ` �2' LONWIDE G WITHIN 6' OF FINISH GRADE I� - 2A) LO fk�11►14 Z DEEP BAFFLE REQ'D 2x a�O �\0 Qom\ 3JJo EL=, 5(•0 S D.B. 2' PEASTONE TOPPING 64'z 55 5 - I ca►P ENDS GENERAL NOTES: Ca A L 6. D TOW TALI K 4� DOUBLE WASHED — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM. E�/S.r O t5�, �> ,p ONE ALL AROUND , SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. T�)0X THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR TO BACKFILLING OF SEPTIC SYSTEM. 20' MIN. 4 N�_.. — SEPTIC SYSTEM STRUCTURAL COMPONENTS UN solL TEST LOG PROPOSED SEPTIC SYSTEM C N E �r C' � °� SHALL BE CAPABLE OF WITHSTP(NDING A PERC RATE=< 2 MIN INCH U St TWO 2� �ZO STo wer w RS POkcv) —SEPTIC LOADING, UNLESS SPECIFIED WISE UNDER SHALL NO SCALE CA►JG�"T'E Lo P+woG P R-E.CAST N (3CTvj COMPLY WITH A H-20 LOADING. ELEV= 60.0 Ric _ — THE DESIGN AND COMPONENTS OF THE SEPTIC DEPTH A r s�,o torn 31 i (�At t-I S S p O G A L.�awj S ['A'LLC--I t'� TD P SYSTEM SHALL BE IN COMPLIANCE WITH THE t.,tv; Jc:'M STATE OF MASSACHUSETTS SANITARY CODE 9 LOWY SAM lam 12�L E pv_ Vi 4' �jmvJe A LL V��� + TITLE V. AND SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD OF HEALTH RULES AND REGULATIONS. U4.&C010 MEDIUM SAND torn t ? 1 1 oT6 — THE CONTRACTOR SHALL BE RESPONSIBLE. FOR J 3 -}- , ��� LOCATION OF ALL UNDERGROUND UTILITIES AND tom. ��/ �. ( 5 SHALL NOTIFY 'DIG — SAFE PRIOR TO / , Cfzo CONSTRUCTION. 1�� � u�➢ �A. _ / Now: t _O� �� — NO GARBAGE GRINDER �QS.� i Sp`ir 1_c-�I`L 6�� DESIGN CRITERIA: / --= ► � I DESIGN FLOW LEGEND: i ,- (o Z,' N £ 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. EXISTING CONTOUR — — — — — i - �-� �-- WATER SERVICE W—W— '' 'O F= (09,C) REQUIRED SEPTIC TANK: 1 (� _ 0 `U I a _ CX1ST, 1,00.0. .C�/t1. GAS SERVHOLEICE '/ N (�Ap 113 SEPTIC TANK PROVIDED USED Lx�S'►'.f►�4 GAS SERVICE CMG— 7� E X 1ST, � BENCH MARK 4aBN 0 y _. _ 3 6 Rtr1 , + I��' DESIGN PERC RATE <2 MIN/INCH SIZE OF REQ D (SAS) AREA = 330/0.74 = 446 S.F. 10 SIDEWALL (2)(_z$;( Z-j+(2)( 1 S.F BOTTOM (%Z)( 25 ) = 3 0 0 S.F. SIZE OF LEACHING FACILITY PROVIDED: NO Te. Ttw1s. �. - S.F. + OO S.F. = 448 S.F. 7d - D. -- GPD IVO �3 /�rc©v� 1 S 55 13� 4 v T — __ (o�- , ognlgss9 ZI �y P 7 - �Z 'V S�•O JAMES A EFFECTIVE DEPTH: �� I Zr PAVLIK 12A EFFECTIVE LENGTH: 25: 3 J CIVIL cn EFFECTIVE WIDTH: «K I S V 1 T i2 T)AAr1 o � .. No 364W y yF �s OUTBACK ENGINEERING nn 106 WEST GROVE STREET 7 1� O S l3-Y [ ,� 0 L MIDDLEBORO, MA 02346 S ` (508) 946-9231 3 2— PROJECT: SEPTIC SYSTEM REPAIR P LA (o9 CAP IGCRdS(3Y P-b AS SHOWN ow+.M er .IP 126' MAP 113/ LOT -) er OWNI R: DAViq LITcW7-1Af1 (0-1 G A r-j c"5 q y fZD CeN-Td�,V I t,t E A - a-Io 3 Q P ® I'- BENCH MARK: TOP OF FND. S ELE.=69.0 (SAS) SHALL BE 5 T MANHOLE E)cTENO TO HOLE GONERS TO p LONG WIPE / WITHIN 6' OF FINISH GRADE LO Rb l oc, o� 05 y BAFFLE REQ'D 2x 3'70 1 0 S 7q GG: (oG• f✓X I Sf (.r p_B, .. .. 2' PEASTONE TOPPING GG-Z 6.4..E ��,5 CAA L , D Tarim , :; - CAP ENDS GENERAL NOTES: 7A 3----t ZO O=�_3/4' DOUBLE WASHED — ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM. STONE ALL AROUND SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. — THE BOARD OF HEALTH SHALL BE NOTIFIED 4L PRIOR TO BACKFILLING OF SEPTIC SYSTEM. 20' MIN. N — SEPTIC SYSTEM STRUCTURAL COMPONENTS 0WC jemi 1 ) SHALL BE CAPABLE OF WITHSIKNDING A SOIL TEST LOG PROPOSED SEPTIC SYSTEM U5t TWO �Z� �2o H-10 LOADING, UNLESS SPECIFIED OTHERWISE PERC RATE=< 2 MIN/INCH NO SCALE Pb S.TO We �n1 RS PERCFI� SEPTIC SYSTEM UNDER DRIVEWAYS SHALL L0 PPE CAST �ac�� COMPLY WITH A H-20 LOADING. I N � � � — THE DESIGN AND COMPONENTS OF THE SEPTIC DEPTH o A LaAWr sArro tortz 31 I 5 0 O G A t,�S (�p LLc--l t''S To P�'o - SYSTEM SHALL BE IN COMPLIANCE WITH THE / 1 LtDNJ6TF4 STATE OF MASSACHUSETTS SANITARY CODE 9 LOWY SAND Iom (a/�i a c.Ji L}�� SIN ALL V �rr�' + TITLE V. AND SHALL BE IN COMPLIANCE WITH �-OJN�7 0+ ZS THE LOCAL BOARD OF HEALTH RULES AND A REGULATIONS. ct MEDIUM SAND Im � � � 10-�� — THE CONTRACTOR SHALL BE RESPONSIBLE. FOR 13 + \ 1\+�_ LOCATION OF ALL UNDERGROUND UTILITIES AND t44. Ldoo + ' / `t1 j _ 1 (?RUvab W k,T l S SHALL NOTIFY DIG - SAFE PRIOR TO CONSTRUCTION. GP4tj,4 vJ,ATY 06S.ER\l6D _ t/ I\Cl Nam: _ NO GARBAGE GRINDER SPc�r ��- t t, bvF� 50 l7 DESIGN CRITERIA: �/� � • / Z� ._ -._�� N £ DESIGN FLOW LEGEND: (0 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D. EXISTING CONTOUR — —— — — i✓ i WATER SERVICE W W— T-0(7` ��J O REQUIRED SEPTIC TANK: TEST HOLE �' /_ 0 ti EXIST: 1,000. [sAL GAS SERVICE —G—G— 7� E X 1 ST, 3 6 t7 RY1 MAP 1 9 3 SEPTIC TANK PROVIDED v SEO C=x rST.r►�4 BENCH MARK ej&I y, 1 A�C�L I7 DESIGN PERC RATE <2 MIN/INCH �o 44 ®raw _,- SIZE OF REQ D (SAS) AREA = 330/0.74 = 446 S.F. 70 sIDEWALL (2)(_25;( 2.j+(2)( 12')(Z)_ �}8 S.F o BOTTOM (tZ 3( 25 ) = 3 0 o S.F. NO• — (p`v SIZE OF LEACHING FACILITY PROVIDED: 14Yj S.F. + 300 S.F. = 448 S.F. NO �R£!t-K0o s 1 S I 55/�3 4 O O.fSnx # Tangy- �-- ..� = GPD ( ro.O �o 4- �AtitN"bF MASSY EFFECTIVE DEPTH: -L _1 TOP d T P GIf�JTwx GIN• S 1D ;' J 1 0`' °sue EFFECTIVE LENGTH: :Z 5: o t Z JPAVLIK EFFECTIVE WIDTH: Ic.N IS �T�►� TAAhJ 3 ,�� 3 V ; AgLa✓� a cwlL N �1� \ 56 60 No 364M OUTBACK ENGINEERING �,�/� �/ �!�-o N1 .� MIDDLEBORO, MA 02346 1� c �,O s �y. �� q90 GIST 106 WEST GROVE STREET A �, �� ! FFSS�ONA (508) 946-9231 6 PROJECT: SEPTIC SYSTEM REPAIR `r� - � - ®� �9 ��ap'NOcRbSCiY �.D PLAO � AS SHOWN er. .>P MAP 1 13/ LOT .17 a^- rs�sn er = 3� OWN R: DAvIn LITc H7-AAfQ