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0044 PERCIVAL DRIVE - Health
-44 PERCIVAL DRIVE, A= 111 059 o � o a �r TOWN Of R.ARNSTABLE 44 Commercial Street Raynham, MA 02767 K14 AUG 21 AM 10. 01 Tel: (508)880-0233 Fax: (508) 880-7232 August 15, 2014 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent Reference: BioMicrobics FAST Treatment System Serial Number: 0206005 To whom it may concern: Attached please find a copy of the Product Registration Report for the FAST Treatment System, for the startup performed on 8n114 at the home of Dorothy Stahley located at 44 Percival Drive, West Barnstable,MA. Also, attached is a copy of the fully executed Operations & Maintenance Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, / haron M. Foster Enclosures , V 8450 Cole Parkway *,* Shawnee, KS 66227 Phone 913-422-0707 Fax: 912-422-0808 i e-mail: onsite biomicrobics.c m *,*www,biomicrobics.corn",*800-753-FAST(3278) i PRODUCT REGISTRATION REPORT ' Product Registra ion Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up— 1 Date Shipped to End User 10/17/13 Serial # 0206005 OWNER NAME Dorothy Stahle ADDRESS 44 PercivalkDrive CITY/STATE/ZIP West Barnstable, MA 02668 PHONE/FAX BIG-MICROBICS DISTRIBUTOR NAME J&R Sales and Service Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Ra nham, MA 02767 PHONE/FAX 508-823-9566 FAX: 508-880-7232 INSTALLER NAME Earth&Stone LLC ADDRESS 218 Queen Anne Road CITY/STATE/ZIP Harwich,MA 02645 PHONE/FAX 508-776-7003 CONSULTING ENGINEER if applicable) NAME Engineering Works ADDRESS 12 West Crossfield Road CITY/STATE/ZIP Forestdale,MA 02644 PHONE/FAX 508-477-5313 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operating O Septic tank level BLOWER(S) Septic tank meets min, size 0 Wired for correct voltage �- Septic tank filled to operating level Inlet/cutlet piped correctly Air Lift Operation �. Q Filter element installed -Recirculation tube in place (!K 0 Blower hood secure CY 0 Fasteners tight [7� Blower works correctly 17 WATER-TIGHT JOINTS Blower located within 100'of a/ O O Treatment unit to septic tank 0 treatment unit Air line clear �/ 0 Entrance tube to insert cover 0 0 Air inlet screen clear o/ Q Insert to insert cover Blower hood vents clear O Discharge line connection Q�17 Factory Authorized Personnel: Title: Firm: Wastewater Tr atment ervi s Irfc. Date: I �astea.�at,�i� ������Ief�►�, J� 44 Commercial Street Please complete all items marked° Raynham, MA including three signatures. Mail 02767 signed original contract to: Wastewater Treatment Services Inc. 44 Commercial street Tel: (508)880•a233 Ravnham.MA 02767 Fax: (508) 880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FAST®System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspe. t d a l3st 4 times per year that this Agreement remains in effect,with the first inspections beginning . These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST® System. 5) Notification to OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4) hours of labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs required for damages caused by abuse, accident,theft,acts of third persons,forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time, injtary to person or property,or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder, I Current WTS practice,is to send OWNER approximately 10 days before expiration of the term of the current l contract an invoice for one year of service. It is OWNER's:responsibility to timely return the payment, WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. Failure to return•payment may..-result in suspension of service,cancellation of the contract and/or nullification of warranties,,at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein. I MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics MicroFAST 0Pt 00,5 West Barnstable,MA $450.00 EQUIPMENT OWNER Wastewater Treatment Services,Inc. *Signed by OWNER: Dorothy Stahley T Signed: *Address: 44 Percival Drive 44 Commercial Street Raynham,MA 02767 Tele: (508) 880-0233 *City: State Zip: Fax: (508) 8804232 West Barnstable MA 02668 Telephone 508-362-5958 Effective Date of Agreement 1 E-Mail address _ /ems o► 7 aPn �y &C/'✓nal 'Cam OWNER understands that(1)ANNUAL RATE payment is for patyar one commencing on the effective date set forth above and is non-refundable; and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST*System. I HAVE READ AND UNDERSTAND THE FOREGOING. Signed by OWNER: Effluent Testin Effluent sample taken 4 times per year for 1 year and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to-be taken for laboratory testing performed. PERMIT: *(PLEASE CHECK ONE) (X )GENERAL ( }REMEDIAL { )PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N) if YES,please attach copy of permit (X)pH,BOD5,TSS,Nitrate,Nitrite,TKN ( j Other: *Cost for testing: $265_ 00/Visit Operator assigned: Michael Moreau Telephone: 508 989- 744 *Approval for Effluent Testing* aSig O er's nature i °FSHETp�y Town of Barnstable Barnstable P Board of Health All-AmeftaCft BAR, LE.MASS. 200 Main Street,Hyannis MA 02601 D r y nss. � 1639. �AlED MAC A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi '' August 21, 2013 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 l RE: 44 Percival Drive West Barnstable „ A = 111-059 Dear Mr. McEntee, The proposed monitoring plan for the secondary treatment.unit proposed to be located at 44 Percival Drive, West Barnstable, is approved with the following conditions: (1) The applicant shall come back to the Board in one year with the results from the first year of quarterly samples. If the test results are within the effluent limits as established, the Board may agree to reduce monitoring to twice yearly. (2) The septic system shall be installed in strict accordance with the engineered plans dated July 31, 2013. (3) The designing engineer shall supervise the construction of the nitrogen reduction unit and the onsite sewage disposal system and shall certify in writing to the Board of Health that the system components were installed in substantial compliance with the plans dated July 31, 2103. (4) The innovative/alternative (I/A) system (MicroFAST 0.5 FAST UNIT) shall be designed, constructed, and maintained in compliance with the Certification for General Use Approval letter from the Massachusetts Department of Environmental Protection dated December 30, 2010. (5) Prior to issuance of a disposal works construction permit, the applicant shall record a Deed notice required by 310 CMR 15.287 (10) and required in the V' Approval letter. The applicant or owner shall provide the Public Health Division Office a copy of the certified Registry copy of the Deed notice. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code, Title 5 and all of the local Town of Barnstable Board of Health Regulations. Sincerely yours, Wayne Miller, M.D. Q:\WPFILES\McEnteeStahleyMonitoringPlan44PercivalDrive WestBamstable2013.doc Health Master Detail Page 1 of 1 'f. K Logged in As: TOWN\malkusk Health Master Detail Friday, August 5 2016 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 111-059 Location: 44 PERCIVAL DRIVE, West Barnstable Owner: STAHLEY, DOROTHY Business name: _ �� Business phone: _ Rental property: ❑ Deed restricted: ❑ Number of bedrooms Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes Return to Lookup Parcel Info Parcel ID: 111-059 Developer lot:LOT 13 Location:44 PERCIVAL DRIVE Primary frontage: Secondary road: Secondary frontage: village:West Barnstable Fire district:W BARNSTABLE Town sewer exists at this address: NO Road index:2081 It Asbuilt Septic Scan: 111059_1 Interactive map 111059_2 Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info owner: STAHLEY, DOROTHY Co-Owner: Streeti:44 PERCIVAL DRIVE Street2: city:WEST BARNSTABLE state:MA zip: 02668 Country: Deed date:6/20/2014 Deed reference:28215/166 Land Info Acres: 0.84 use: Single Fam MDL-01 zoning:RF Neighborhood: 0107 Topography:Level Road:Paved utilities:Septic,Gas,Public Water Location: Construction Info Building N ear Bull rocs Area Living Area edroorns Bathrooms 1 1987 406 �140 Bedroom 1 Full-0 Half 1 013 406 140 r Bedroom 11 Full-0 Half Buildings value:$362,900.00 Extra features: $86,600.00 Land value: $187,600.00 f http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=111059 8/5/2016 Mr. Ojala said it is his understanding that as long as it doesn't go down to a 40% reduction (his is 50%), then the groundwater variance was allowed. Dr. Miller read where it states any reduction at all in the leaching area shall not be combined with a groundwater variance. The new I/A regulations require a 23 page review process and pose a number of questions including reserve area criteria which the Board and Mr. Ojala will speak to Brian Dudley, MA DEP, for clarification. Dr. Canniff asked what the cost is to run the system. Mr. Ojala said the Presby is a nice system which requires very little O&M needed, roughly the cost of running a hair dryer. Upon a motion duly made by Dr. Miller, seconded by Mr. Sawayanagi, the Board voted to continue to the September 10, 2013 Board meeting. (Unanimously, voted in favor.) VI. Monitoring Plan: Peter McEntee, Engineering Works, Inc. representing Dorothy Stahley —44 Percival Drive, West Barnstable, Map/Parcel 111-059, 36,386 square feet parcel, house addition, innovative alternative system, general use. Peter McEntee said the owner has been granted a special permit from the Zoning Board of Appeals for an apartment at her dwelling which would increase the flow from 3 bedrooms to 4 bedrooms. He is proposing an I/A system for general use with quarterly monitoring for the first year and twice a year thereafter. Mr. McEntee said the preliminary figures associated with the O&M monitoring plan is $2,000/yr. Mr. McKean said the standard for Board has used for the I/A monitoring plans has been monitoring done quarterly for the first two years, then a review can be requested after that to reduce it. Dr. Miller stated the monitoring guidelines were developed when most of the I/A systems were under conditional use rather than general use. With general use, he feels the technology has met the performance standards of the State and it may be reasonable to establish reduced monitoring for the systems under general use. The Board determined it would require quarterly monitoring for the first year and, provided all the parameters fall within the standards, they may reduce it to twice/year monitoring thereafter. Dr. Canniff noted that seasonal use properties would change the results. This property is a year-round dwelling. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to grant the plan with quarterly monitoring for the first year and if the t Page 6 of t0 BOH 8/20/13 parameters are all within acceptable limits, they may reduce the monitoring to twice a year thereafter. If any parameters are outside the standards, the applicant must come back to the Board for review. (Unanimously, voted in favor.) VII. Subdivision#819 (Definitive Plan) Dan Ojala, Down Cape Engineering representing Maki Realty Trust, owner, Definitive Plans at 781 Oak Street, West Barnstable, Map/ Parcel 215-014- 003, 6.95 acres, three lots, private wells and on-site sewage disposal systems, not in GP District. Dan Ojala said it is a division into three two-acre lots with a master well and septic plans. Mr. McKean said that along with the master well and septic plans, the standard requirements included in the approval letter are that there will be no burying of stumps or brush, and for grassy landscaped areas, a minimum of four feet of loam will be used. Upon a motion duly made by Dr. Miller, seconded by Dr. Canniff, the Board voted to grant the subdivision definitive plan. (Unanimously, voted in favor.) VIII. Food Variance (Cont): Continue to A. Terri Perry, owner of Cafe Crumb — 846 Main Street, Osterville, September 10, 2013 requesting a grease trap variance with a revised menu (continued). B. Stephen Hayes, Attorney, representing Jorge Montero, LLC, owner of Vista de Mare Diner (formerly Caffe E Dolci) —430 Main Street, Hyannis, grease trap variance (continued). Attorney Stephen Hayes and the property owner, Thomas George were present. Mr. George said he left a deposit off at Baxter Nye Engineering and they will do the plan for the grease trap connection as soon as possible. Dr. Miller said he was glad to see it moving forward and would like to see it finished by the October 8 meeting. Mr. George said he will contact Baxter Nye Engineering to inform them. Upon a motion duly made by Dr. Miller, seconded by Mr. Sawayanagi, the Board voted to continue the item until the October 8, 2013 meeting. (Unanimously, voted in favor.) C. Chandler Bosworth, Bosworth Associates, representing Enrique Valdovinas, owner of Mi Pueblo, 459-B Main Street, Hyannis, grease trap variance (continued). Chandler Bosworth said he has had a couple meetings with Roger Parsons and has spoken with Tom McKean. He has his grease trap installer secured along with a plumber. The grease trap installer is handling the engineering. He spoke with Roger Parsons and the installation will take place in early October so it won't disrupt Page 7 of 10 BOH 8/20/13 No. k Fee CD THE COMMONWEALTH OF MASSACHUSETTS Entered m computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpfitation for Disposal 6pstern Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. i4,q PERCIV N L DPLIV E Owner's Name,Address,and Tel.No. WEST NNP_N szAP LE MaO¢--rNY 5 rok"LEY Assessor'sMap/Parcel 112 44 MACNhL Lt . RSRNs rLE Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. M�cL1AEl_gTAKAc(1 /�ARThI �..5'SGNE L(..0 GNGINEERtNC- -Ic5 1Nc•. SA$-�i'll-;��/3 zM VEEtj PWN6 tO 14,hW1(0 OLS4s 6-e76-,7n, >zwts-r cc�asFrcc OR_GS }azE �i Type of Building: Dwelling No.of Bedrooms Ll Lot Size 36.,39C sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L•LI p gpd Design flow provided P Ij 1, I gpd Plan Date -7-'SI —I I Number of sheets 7— Revision Date Title (>(,_oFoSE 7/A CEP )c SYS-TEM. S crF_ PLAN Size of Septic Tank (5 Q0 Type of S.A.S. PP_E GAVr "NYNSC.R i -x_.0 st'o k) Description of Soil <�,F-E T EST I-Aae-C L®G-5 Nature of Repairs or Alterations(Answer when applicable) NF-L) -./,Pk, -MW w a•1"H F- •c.i fv Eu SA hditA PR.EGAST 0-50X I4 "AP:t�£X1 -TN 5-rome 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 Certificate of Compliance has been issued by this Board of Health. S' e Date g-Z8--CS Application Approved by Date Z ZQ) Application Disapproved by Date for the following reasons Permit No. 2-03 Date Issued 2 o 1 - - ---------------------- ---------- ----------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that a On-site ewage Disposal system Constructed( ) Repaired( ) Upgraded-} Abandoned( )by E at L9 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No P3-. dated 2I1=-1 Zo t3 Installer Designer #bedrooms j I Approved design flow gpd The issuarA kf this pe it shall n be construed as a guarantee that the systems d 'gned. Date ' Inspector �/ rx - _ � J:k j t No. ZD I '+ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION. TOWN OF BARNSTABLE, MASSACHUSETTS Application for Disposal 6pstem Construction i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade(N Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 144 PbLQ NL tDZV G. Owner's Name,Address,and Tel.'No. WEST P,NRN=zA[5L(: A-Z)ORoaTtAY STA14LEY Assessor'sMap/Parcel 111 59q �i4 PEP-C VX, _ D14VE w. &.&RNs-rAaLE Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Mir uAEL'sTn+=AcN /EARTH $-STONE LLC_ ENC,INaEQ+NG. tdoRKSI -ZNC. 509-IM-c,303 7-1g gVr-CN N14NE R0 501E-17(,-70ol. IZwEs-r cRossFrC•Ln RD F�2cs-MJILE 07-C-4 1 Type of Building: F Dwelling No.of Bedrooms H Lot Size 36,3$(o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4y0 gpd Design flow provided L4 Gs. I gpd Plan Date 7-31 -13 Number of sheets Z- Revision Date N� Title KOPOSC 3/Ih. SEP'T)<- tS S?EM SI-rE PLAbJ Size of Septic Tank 1600 gallon Type of S.A.S. PRE CAST C,I.AAM&&Q S -ZN ,S-ro)jE" Description of Soil SEE 'T-E'ST NOLC LoG-.� `--- - _ I ._" Nature of Repairs or Alterations(Answer when applicable) NEW -I/A: TJ,NK t✓ITN F�As.S._r Jv Ev 5A S wltA PR-CGAST D-aox Alva t-I CIJAMP3ER S SN S-'ONE i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in ,f accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operatoy until a Certificate of % Compliance has been issued by this Board of Health. S' ned �`�� , � Date $ ,,,,. /-Z$-CI. Application Approved by �s' Date 9( 2! �13 I `e T— Application Disapproved by Date for the following reasons 4 Permit No. 2fl13 3 F6 Date Issued-# 17 79 l3 ------------------------------------ ------ _ . _._- .,>,.--.-. ..- _--- ---_.-.:_.. "- - - -------------------------------------- THE COMMONWEALTH OF-MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate-fof Compliance 'THIS IS TO CERTIFY,,thatithe On-site ewagelDisposal system Constructed( ) Repaired( ) Upgraded-',- r� PI-Irk - ^*. Abandoned b 1 UC! � z at�� 1'e(�IVJ;L y' �/h(L NSTAF3 L E has-been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoG 63- (% dated q,J"z i Installer Designer I #bedrooms U 1 Approved design flow 4140 gpd The issu ce/of this permit shall not be construed as a guarantee that the system V14f1111 nctionas designed. Date �!/.�7 `-' � 1��� Inspector aC 1 ` ---- ------------- ---- ------------------------------------------------ ------------------------- - No.00(3 3 66 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS disposal 6pstem Construction Permit Permission is hereby gr ed to Construct( ) Repair( ) Upgrade Abandon( ) System located at LI C l V�q L r and as dese-fibed in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with / Title 5 an&e following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permits K Date /1_7/201 3 �_.Approved by ./.�/! Bk 27634 P9 133 �4;B616 08-20-2013 a"1 01 2 0F9P w • BARNSTABLE ERK Town of Barnstable Zoning Board of Appeals Decision and Notice AL —1 03.*t. Special Permit 2013-034—Stahley Section 240-47.1(A)(1)—Family Apartments Construct and use a new family apartment with 1,100 sq.ft Summary: Granted with Conditions Petitioner. Dorothy Stahley Property Address: 44 Percival Drive,West Barnstable Assessor's Map/Parcel: 1 l 1/059 Zoning: Residence F District,Resource Protection Overlay District Hearing Date: June 26,2103 Recording Information: Deed: Book 24972 Page 182(prey.Book 9728 Page 151) Plan: Book 413 Page 99 (Lot 13) Background In Appeal No. 2013-034, Dorothy Stahley petitioned for a special permit pursuant to Section 240-47.1 A(1)Family Apartments. The Petitioner sought to construct a 1,100 square foot family apartment in a new addition. The .84 acre property is developed with a three-bedroom single-family dwelling, constructed in 1987„ served by a private well and on-site septic system. The new construction was proposed in compliance with the setback requirements of the RF District. The proposed apartment consisted of approximately 1,110 square feet of living area. Itwou[d be a one-bedroom,one-bath unit with an independent kitchen, connected to the principal dwelling by a common entryway. A one-car garage was also proposed to serve.the unit.The Petitioner proposed to install a new innovative/alternative septic system to allow for a fourth bedroom. As the house is served by a private well,Title V requirements would limit a conventional system to be sized for three bedrooms. The Petitioner received a Certificate of Appropriateness for the addition from the Barnstable Committee of the Old King's Highway Regional Historic District Commission. Procedural&Hearing Summary Special Permit No.2013-034 for a 1,100 sq.ft family apartment was filed at the Town Clerk's office and the Growth Management Department office on May 23,2013. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 26,2013 at which time the Board found to grant the Special Permit subject to conditions. Members deciding this appeal were Laura F.Shufelt,William H. Newton, Craig G. Larson,Alex M. Rodolakis, and Brian Florence. Kevin Boyer of B&D Custom Builders represented the petitioner before the Board. I116 kviewed�e proposed construction. He clarified Dorothy,the homeowner,would live in the unitralher daughter 74 and family would reside in the principal dwelling. Public comment was requested arrl9r o one spoke. O Findings of Fact " At the hearing of June 26, 2013,the Board made the following findings of fact for App al 2013-034,a request for a special permit for a 1,100 square foot family apartment: --a 1. Dorothy Stahley petitioned for a special permit in accordance with 240-47.1(A)(1)to establisha 1,100 sq.ft family apartment in an addition to her single-family home. c) rn 2. The subject property is located at 44 Percival Drive,West Barnstable as shown on Assessor's Map 111 as parcel 059. It is zoned Residence F. The parcel is a .84 acre lot. 3. Section 240-47.1(A)(1)of the Zoning Ordinance allows for a family apartment greater than 800 square feet, not to,exceed 1,200 square feet,with a Special Permit from the Zoning Board of Appeals. Bk 27634 Pg134 #48616 Town of Barnstable.Zoning Board of Appeals-Decision and Notice Special Permit No.2013-034-Stahley-Family Apartment 4. Site Plan Review is not required for single-family residential structures or family apartments. 5. After an evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The vote to accept the findings was: AYE: Laura F. Shufelt,Wiliam H. Newton,Craig G. Larson, Alex M. Rodolakis, Brian Florence NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No.2013- 034 subject to the following conditions: 1. Special Permit 2013-034 is granted to Dorothy Stahley to establish a family apartment within a new addition to the existing dwelling at 44 Percival Drive,West Barnstable. 2. The addition shall be constructed in substantial conformance with the plans entitled"Proposed Addition for Dorothy Stahley", drawn by Zibrat&McCarthy,five sheets. 3. The family apartment shall be limited to a one-bedroom unit not to exceed 1,100 square feet. 4. The family apartment shall be maintained in compliance with the requirements of§240-47.1. 5. The on-site septic system shall comply with Title V and local Board of Health regulations. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a Certificate of Occupancy for the family apartment. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Laura F. Shufelt,William H. Newton,Craig G.Larson,Alex M. Rodolakis, Brian Florence NAY: None Ordered Special Permit No.2013-034 for a 1,100 square foot family apartment at 44 Percival Drive has been granted to Dorothy Stahley subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days-after-ttre- -5 e or of this decision, a copy of which must be filed in the office of the AaFn9Ca6le Town Clerk. Craig G. Larson,Clerk Date gign ed 1,Ann Quirk, Town Clerk of the Town of Barnstable,Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this IA"' jj�� day of C2043 under the pains and penalties of perjury. �. .... lerk BAR[�tSTA)al,ir,• � o '?A f Bk 27634 Pg135 #48616 Town of Barnstable a�M _ Assessing Division c .� 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: SW8624022 Jeffery A.Radziaic,MAA FAX: 508-862.4722 Director of Assessing ABUTTERS LIST CERTIFICATION May 31, 2013 RE: Adjacent Abutters List For Parcel(s) : 111-059 44 Percival Drive West Barnstable, MA.02668 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s)as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. b Board of Assessors Town of Barnstable Bk 27634 Pg136 #48616 AbuaffReport Page 1 of 2 Zoning B and f Appeals (ZBA) Abutter List f r Map & Parcel(s): '111059' Parties of interest are those directly opposite subject lot an any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 19 J Gore ap&Parcel Ownerl Owner2 Addressl Address 2 M tysta Country Deed ing aystatezlp ,.._, WEST 110001021 � 12IRONSIDE DR BARNSTABLE, SM196 MA 02668 WALSH,TIMOTHY WEST 110001023 &LINDA E 280 PERCIVAL DR BARNSTABLE, 14OW168 MA 02668 110001024 PALMER,MATTHEW 260 PERCIVAL WEST ALBARNSTABLE, 10605/294 A&BARR,LISA M DRIVE MA 02668 WEST 111044 LOTT,DEMPSEY E& 313 HIGH ST BARNSTABLE, 3038/218 SUSAN S MA 02668 DEMPSEY, WET 111052 FREDERICK B& 48 FIELD STONE RD BARNSTABLE, 12781/225 MARY E S MA 02665 HART,CLARENCE W 29846 WATERVIEW HUNTINGTON 111055 JR LN BEACH,CA 14883/200 92648 WELSH,TARA WEST 111056 MARIE 23 PERCIVAL DRIVE BARNSTABLE, 25793/152 MA 026M DOWDALL,MARK D WEST 111057 &LYNNE A 10 PERCIVAL DRIVE BARNSTABLE, 93OW345 MA 02668 WEST 111058 MCNAMEE,MICCHAEL 28 PERCIVAL DRIVE BARNSTABLE, 254SB/54 O&JOANNE M MA 02668 WEST 111059 STAHLEY,DOROTHY 44 PERCIVAL DRIVE BARNSTABLE, 24972/182 MA 02668 WEST 111060 HARRIS,LEONARD 60 PERCIVAL DR BARNSTABLF, 12251/265 &EUNICE MA 02668 291 PERCIVAL BARNSTABLE, 111061 FOSTER,LYNNE A DRIVE BARNSTABLE,. 26116/179 MA 02668-1243 WEST 111062 FOX,WILLIAM F PO BOX 936 BARNSTABLE, 2158117 MA 02668 FULIAM,KEVIN C& 259 PERCIVAL WEST 111063 BARNSTABLE, 26344/48 MARiSA L DRIVE MA 02668 WEST SHEEHAN,GARY M 257 PERCIVAL 111064 &CONAWAY, DRIVE BARNSTABLE, 24616/348 KRISTINA B MA 02668 111065 BOURDINE,ANDREI 73 ARLINGTON CHAT HILL, 23185/333 &ANNE ROAD MA 02467 WEST 1l2068 LAMACHIA,DAVID L 51 PERCIVAL OR BARNSTABLE, 7907/067 JR&JOAN M MA 02668 WEST 111069 WEEKES CROSSING P 0 BOX 834 BARNSTABLE, U431265 COMM ASSOC MA 02668 http://66.203.95.236/arcims/appgeDapp/AbutterReport.aspx?type=-ZBA 5/22/2013 F Bk 27634 Pg137 #48616 AbutterReport Page 2 of 2 I AITTANU MI, 295 HIGH STREET WEST t 111072 295 HIGH STREET BARNSTABLE, 24990/225 l ST UA M REALTr TRUST MA 0260 Thb list W itself does NOT cora6lute a certified list of atwltars and Is provided only as an aid to to determfmW of abuttas.if a aertifled list or abutters N required.contad.tre Aaseesing Division to have this list cer"G o'The owner and address date on tfds 09Is from the Town or Bamslable Assessods database as of 5127/2015. I. I I ' i ' t http://66.203.95.236/arcims/appgeoapp/AbutterReporLaspx?type=ZBA R/22/2013 Town of Bamstable Geographic Information System May 23,2013 j 111047 111012 111035 111034 a 111040 #16 #388 111023 *.. #77 061 waA :042 #12 ` �111029 • 1g36 111003 - y #342 • Si� *30 1 2�58 - 1,11064 111070 111028 • '#0 #324 111027 11032 *304 111014 #� 111�031)ill 063 ' 111049 1. #28 ::+`:.; #280 #240" •035 y 111065'•' :'.: �+ j11067 11106� '.. ♦ a1,Oi H/ #224 SArrdwieh •#45 111061 �111062 . 11f066� 11,0�7P' 1110ri ' 11405$ #295 : #2T #6,� 4$ #23 :528 1110A4 w #313 1il018 A 111069 ' t#18r 0247 111o18 ".:1F0 111018 9235 111071001 4 11059 #279 r- MOSS 110 1 �67 #51 ♦ ' .` 111016 034 #30 �r� 111A63 ilia64 111068,:: s216 Q .'1 :',11081 7k269 ��tz5r ... II0004001 000 11 ,ozo #29t t11062 �F #0 #35 11000102t . #271 ' 110001001 110001019 ys�OFi 111I001033 #31 OR N 0001022 trw ' 11100852 00 #94 ♦ 11000t023 t10001024; 11 0010 `r::i1000100600 ::. 110001029 110001025 110001004,':.i:':=239 TO 14 110001030 #2300210 r 1t0004009�.. 0890Q007 t1 Ott t1000100� t#27! 11 v 3 010 11000102E 110001006 1100120 17 t1#ISO 7 90 �11000'1006� . 11006 #176 N 099=006 110001016 02090130 .A 0(0 110011 11000 012 J #129/4blb,, 1100 110001007 04008 #10' 0 0 0� 0 110001015 � � #199J 96 W 0 141 110001014 1t0001008 Cp 089#lie 170026010 110025014 #149 11000101�" 01189 vEitir�,Yt * 110025M #0. #t69 N b 0194 #190 �. 110001009 .eN 110009 t70001012 • #1S3 110004002 #350 #183 110001011N 1t #35 110034 F-' �#t73 �110061010 #48 #142: (� n#1 i w` 11#0008' OD 110007 p 0179 11000400Ci 110030001 0611005 0 e 1110 11 11 13 00 11 0119 7 62 ,1 #0004006 041 #131 Noffill"WOMENw tP 01SCLAIMERS:TM map Is W ptannlW purposes only.8 to not adMiats for bgst Map:,11 Parcel:050 Zoning Board of Appeals VIM D nd 00 bouary determlmom or regutetory bdarpratatbn ENstgatnerds beyond a sash of Selected Parcel I ECJ 01 v--m may not meetestablMied map accuracy standaMs.The pascal Hnes on lift map Abutter List Type-Parties of Interest are those directly opposite subject tat on W E area*graphic represgmadons ornssessara tax pamab.They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent saturate retalbnshtps to physical features on the rap properties within 300 feet ring of the subject IoL such as buROV beatbna. Buffer SIA/f�7� Bk 27634 Pg139 #48616 .v j `ARDzbEAPP S01it'H 0�BARNeTAB1.E 2'0I11NG BOARD.OF APPEAW TOWN OF jygpN(f NOTICE OF PUBLIC HEARINGS TINDER THE ZONING NOT did P, OppiNANCE 3?r f :IUNE 26,2013 Y the adaxrs of the ` Tog persons[nterested in or aBeded by Ore acgons of the : To ag Persons,iifter�e a;="ire 1 no6fiad'Psf' zoiuns Bos<d"of AppealsY� ere:ttereby.11o�J W!sue. g , af'1he*"Genlrral LAWS: ` m%gpi;11'of fhapter 40A of.U!8:; !�-laws: ;lhe Zonirs Board aY SOw of,Al ; to'Secirort::Si;::eF CtaPldf, M< - ani!a9arliaiidmerds'0rereto, of aU amendrtrrrts.thetelo Commomrealtli of Massachuaetts w8l be held on . a pixie headn9 on the toVavM9 aPP s that's R t'.adnesdaY June 20 2013,at the grroatn cateq N)edrresdaX c 7 00 P>N API NO 20V"35.Rugplero 7 00 t iora+ P Demel and.hgi d Roggloro 1? fora ,^f Daniel , and RebuO�ing:an DemoBtlDo and.)tetwBdo9 on voisd tp Sec$m 2l °" a,tea sn Qrirsriard to 8ac4on 2d0 91(HH3l. to rue an N ww. p Oners are RmPostrrB N,=nforift&•Tlie P.e6tlarers are WnPosmg toot lot and riburTd a rrew foot lot.and.rebugd a' +' exi9thv3..dwelCs!g on a T 50D .. ss:square-feet :' yeg dwelling om a 7,500'4uere-2;100 gross square'•feet , two-storyi�.o{• p, mslely..2i100 gn? dwetgrg:of apProximal�Y The subjed:P!4PeltY a:.localed,:at 9i Grca¢gverr M. IiYartth. 7hessabled•propeidll.is located.af Cftarit Avenue, HYs<' e as on Assessors Map 324 as-Paroe1052 R>s m.Ore":_ p1A as shawnan.Asaesss MaP 324 as PefcelA,52- orerig Dwhict Reatdet�ee 8 Zot Vjin9 Dom• '.7:01 PM APpeaiNa 2013-031 CTS Fiduciary,LLC i 7:01�Pd Appeal No.2013-0..GTS Fiduelar)1r for u a,:, `Spedal CTS F...; LLC,Trustee,"has.:petibon. far a SPA. 'CTS'Fiduua�y LLC'Tnistee;has gebtbned. Permd in accadance.v6tiv§240.25C(1)Cand�6onet Uses in'itie d a e titiare<.ProP�as to corjsliucl a Perrid1n aocordaaee wi0r§240-25C(1)propo ralto wristu Uses hr the . :Highway Brislaess Disl&T,h ;Pe awsihess Distrid.T he`Pe net DfOp° ell one-story;2.084.sq<!are foalC?pe Cud Creamery ice. treeatanding orro-sl*2,084.syaare toot Cape Cod Crearr eiy tce. t►eeslan9.. than ofPbrWo aearn pallor with related food services on the southeast a�32):. cream.parlorwittr related food services on then h a the lot 7tre Prof ! led al B55 tYannough Road( die l01 The ProPeltY is br ated 655 lyarmougt+ gs strowrr on Assessor s map 311 as Parcel 098 Ii MA as shown an Aasessors•Map 311 as Parcel 008.Il m tU '.' Hyannis-,.,...; r......._. "Ms.-MABusiness and Business inning Business and Business zoning� '. ,.Hipcaled' ,Or4.'gtiwoy._, ...:.:.:...... .: .. .. _..... ��ted:hrliieHighwaY. .. , .....: ..., 7:02 PM Appeal[Vo.2013432 Cartdan.;. :• spedal 7:02 UP APPeaI,No:201�032.CorrWao ' Stephen G &AM C.Cordden hM PPev dried bl a Stepped G &Arm C ComAan -pelaboned for a Special 24091H(3) elm pre 011 Penmfiriaoaordarrce:xdfi§24091H(3)-DevelopedlotD�°wo".1'".• Permit m accardancew $ tgioners demoCpion and retirdMV oa nsn oonfommrg tots Tire peUlioners demoC�tion and rebuilding.an honifommng lots.T)re to demogsh the existing 1:495 sq.ft single-l9 .. are PTPPo�n9 a damo0sh Oreatng.1,495 sgaT are D +n9 po a new, two story'(Plus wpda) dwalhn9 and,rebuild. rdbmately 5900 sq. dwelling:ate tabu tra story (P on':an appro... R on.an approx+mately 3,900 sq R R sin ledamTy at 112 Ocean Me.Hyannis(UYest �'� "tad at 112 Ocean Ddve,HSrarmis:(West.i lot:The property sMap2�aaPaical00B. MAasshovdn`onA9sessorsMaP�?BParoeI0Q8..;; µymrnlsporq.MAas shaven onAssessor:. FtyadhlrpoR�i..:...: ;. It is lit a Reside*B,Zoning Distdct.- It is in a Residence B Zonlrrg Distitd. I No:2013-033` WPa Corp T on No:2013-033 Open Capa•CorPoreflmr. 7:03 PM 7►PPea has.Pe ? .:fw. 7.03 PM Appit lacensee, fias.pet[fiuned. :.. O Cape-Corporalla±,..as;L see 40108" ' ° e 2404011; An�Mies . a gpeaal.Permit ln,aaordance, a gpeaaV:Permit m accatda'+ce §.. The.PetiUonet by Spedal,Permd m ag Zomn9 The Petigq imii[ed.bY.SP?C dl P :ag Zoning Des• n to InstaN iadios al+d assodeted antenna.equlpml idproposfig to install radCos and essodated anten��Q!rVP is proposV 9 exishn.. is p.j*microways.links:and a-GPS antenna'on-tt vds"o for two microwave lento ird`.a GPS antenna on 1he,,. :. 9 meirlinanexisting d su}... ri ma'(none .0 commudcaGor+ r and glorxi oPPorl eq m .. fir. ilia oommunica)lattowerend tYW ndsupport clot or.the_:tower.4 - eom. room located near 2W.PedMeer at the: ant room located bear the p in MA, 6A gemslable,MA. bated at 3195 Ma n gyeat(Rte 6A) Bamstab rs located al 3195 Man+Street.Oft ) Prop" s Map 289 as Parce1024 fl rslocated In the as§iiown an Assessor seP:299 as P8rce1024 ltisiocated iri the as Assessor' ahicts: - Bustrre3s A7aning Dr ti4 ids:;. aentMV F:2 a..Wi a9s 8ustrie§s A.Zonlirg U Residenfiai F-2 and wN9e 7:04 PM Appea 7.04;PM Appeal Na.Z013-034 gtahley": f No.2013-034 Stahley StahieY DoroOrY Statdey:h -Pa .for a.gpedal Pennd m.:. ggoned:.tor:a;..Speaai..Peimlt-in vi0tr ,g24p 47.1A(1).:Family;.Apa&D11'ffi:: MrdM wfth %240d7.1 A(1) Farrdhl AP.81"ts.; the 80 to oonshud atlached addila4,wnsistm9 p and c is proposing 6o cordlrud attached ad�gonarid.ado pabWer is propasin9 and a o0e car: of ali.aPPR70r!rateh(,1 100 sq ft faintly ap..... of:an.approidigafehl f 1i10 sq:it family apaaparti ntan0exceed.' Pemirt is regwrad as Ova aparlmeM Nsli exceed. arege.A Speaal Permit Is lured as the aPartms garage.ASpectal totaled at q4 Perdvat Drive,Went located at 44 PercrvalT)rNe West 800 square feetTtre proPh!`. g00 square feet The propelly;: Bade, shown onAssssors Map.111 as Farce!059..1E gstable,MA as shown on Assessor s A1aP 111'as P 059 It •: be held ffi the gyrns(able Town . is located in a Residsrrceif zopmg distnd de oven Is located in a Residence F zoning drstrld ?hese.F }ieailrrgs?±dl be tresd,al tha Baru T These Pubiic Hearings_v?gl,- re ^-2nd•Ftaor,: Main$treat HYa^nrs;MA.Fteann9 Room,2tld Fioor Fjap.`28/Moms Sheet HY�tt!is; ..r:...:,... Hall 367". y.appltcaa8oris !!>aY, INedn"y::June. 26. 2013:;?� a1s Office (;iowlh Wednesday:Juire:,26::,2013...Plans.:,ar>a°,?PPS ' at.the;:Zopin9 B?W of.�?• GroNM be;MVwwed'at:tlre•Zamng:Board of:Appeal -reviewed Matn.:Street DepaAment T Oft'oes. 200 Main Street Management Department Town.aMaes " Laura F ShufeH,Gwir.. Hyamds MA ,.. Laura F.Shtdgll, ,. Zoning 8ugid oIAPPe?is- Zoning 9oetd dAppe9is p The gamslaws PatnaThet.: fund 7 and 14.2013 _ -- ' June 7 and t4,2013 . BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST BARNSTABLE REGISTRY OF DEEDS JOHN F.MEADE,REGISTER Town of Barnstable P# Department of Regulatory Services Public Health[W sion Date MASS. plE1, �� 200 Main Street,Hyannis MA 02601 Date ScheduledYz �'_ f ' y�Tune— Fee Pd. oil ,quit ility Assessment for Se e Dispo Performed By: "ZMitnessed'By: C LOCATION& GENERAL INFORIVIA�'ION Location Address Owner's NameWRp / f�j/ z� Address 6/"1C_ Assessor's Map/Parcel: % � QS� Engineer's Name /✓%c- C/jr/F_,E NEW CONSTRUCTION '✓ REPAIR Telephone 739 476 Land Use l i��� Slopes(35) Z Surface Stones T� L Distances from: Open Water Body ft Possible Wet Area /+ ft Drinking Water Well '2)ft Drainage Way 6 A ft Property Line_ ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) Z. � 3 I� m m Parent material(geologic) r 1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: A1,32-c Weeping from Plt Face— Estimated Seasonal High Groundwater t I h DETERAIINATION FOR SEASONAL HIGH WATER'MOLE Method Used: Depth Observed standing in obs.hole: __—__ ___In, Depth to still mottles: In Depth to weeping from side of obs.hole: _—_ __ in; Groundwater Adjustment Index Well# Reading Date: Index Well level Adj,factor Adj.Groundwater Level e PERCOLATION,TEST bete.,__, xyme-� Observation 2 �� 3 Hole# Time at 9" Depth of Pew 3 6 d Time at 6" ' Start Pre-soak Time Q Z4 g q(lo innn S 'rime(9°,6") �d End Pre-soak n t I # Rate Min./inch 1 Site Suitability Assessment: Site Passed Site Falled: Additional Testing Needed(Y/N)! _ Original: Public Health Division Observation Hole Data To Be Coinpl`eted on.Back--- v--- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFOR M.DOC T)EEP OBSERVATION MOLE LQG Dole.# Depth from Soil Horizon Soil Texture Soil Color Soil -other 5frfabe(in.) (USDA) (Munsell), Mottling (Stnucture $tones;Boulders. # nc oristste 4b aravel) Y;. o (a Y2 /z lib -f3z e �- � =-• i Z��� � a� • I?EEP'OBSERVATION HOLE'LO'G Hole# 2 Depth from, 17 'So►1 Horizon Soil Texture , 7 Soil Color Soil Other.;. Surface(in.) (USDA) ' (Ivlonsell Motthn yz g'' (Structure,Stones,Bou"laers. Consistencv.`YoGravel) 50 DEEP OBSERVATION HOLE LOG Bole# 3 Depth from Soil Horizon Soil Texture- Soil Color Soil Other Surface(in.) (USDA) (MUsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) o • � o� S � 1a �� z 30 (a _ 36 :56 S - 16 DEEP OBSERVATION DOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistencv. • d -� if•-� 5 L_ t0 G2-� `Z l� 3a SL 6 � v % 2- /ZO Flood Insurance Date Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes„: r Within 100 year flood boundary No.-4- Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _. If not,what is the depth of naturally occurring pervious material? Certification I certify that on (� / (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required-trai ' ,expertise and experience described in 10 CMR 15.017. Signature Date QASEPTICAPERCFORM.DOC P.l-; 2763'_1 F':o 331 522447 Notice of Alternative Sewage Disposal System M.G.L. c. 21A, § 13 and 310 CMR 15.0287(10) (This Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative Sewage Disposal System("Alternative System").] NAME(S) OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: DOROTHY STAHLEY ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: 44 PERCIVAL DRIVE, WEST BARNSTABLE, MA 02668 TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM [check and complete each that applies]: _X_Deed recorded with the Barnstable County Registry of Deeds in Book 9728,Page 151 _Certificate of Title No. 190985 issued by the Land Registration Office of the Barnstable Registry District Source of title other than by deed [If Alternative System Owner(s)is other than Property Owner(s),complete the following:] N/A Alternative System Owner Name: Alternative System Owner Address: WHEREAS, Section 15.280 of Title 5 of the State Environmental Code ("Approval of Alternative Systems"),provides for the Massachusetts Department of Environmental Protection(the "Department")to approve or certify, as appropriate, all proposals to construct,upgrade or replace on-site sewage disposal systems using alternative systems; WHEREAS, owners and/or operators of approved or certified alternative systems are subject to general conditions, as specifieem Section 15.287 of Title 5 of the State Environmental Code, 310 CMR 15.287, and may be subject to special conditions, as specified in the Department's approvals or certifications; such general and special conditions potentially including,without limitation, requirements relating to the use of trained operators,periodic inspections, maintenance, sampling, reporting and/or recordkeeping; WHEREAS, Section 15.287(10) of Title 5 of the State Environmental Code, 310 CMR 15:287(10),requires that"prior to obtaining a Certificate of Compliance for installation of a new or upgraded system,the system owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds and/or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system. The system owner shall also provide evidence of such recording to the local Approving Authority [;]"and WHEREAS,the Property is served by an alternative sewage disposal system. NOW, THEREFORE,Notice of an alternative sewage disposal system is hereby given for the above-referenced Property, as follows: 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system, on or adjacent to the Property, and serves the Property. The trade name and model number(s) of the alternative system are as follows: Trade name of technology: MicroFAST Manufacturer Name: Bio-Microbics,Inc. Model number(s): MicroFast 0.5 Nitrogen Reducing FAST Unit b Page 1 of 2 i� � F� 2. Approval/Certification. On December 30, 2010,the Department,pursuant to its authority under the secticn of Title 5 as specified below, approved or certified the technology used in the above-referenced alternative system,under MassDEP Transmittal Number X232831. [Check one of the following,as applicable:] Approved for remedial use under 310 CMR 15.284 _Approved for piloting under 310 CMR 15.285 Provisionally approved under 310 CMR 15.286 X_Certified for general use under 310 CMR 15.288 A copy of the Department's Approval/Certification is available from the Department in person or on- line at the Department's website: http://www.mass.gov/dep . WITNESS the execution hereof under se s i CI day of— 1126 LI, 20 3 made by the above-named Alternative System Owner(s). Print Name(s):DOROTHY STAHLEY COMMONWEALTH OF MASSACHUSETTS ss On this /0 day of 20 /0, before me,the undersigned notary public, personally appeared DOROT STAHLEY,proved to me through satisfactory evidence of identification,which were /',vea- ' 'ced-C_, ,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that(he) (she) signed it voluntarily for its stated purpose. (official signature and seal of notary) 1N, RUTA DIMSA Notary Public COMMONWEAITHOF MASSACHUSETTS My Commission Expires June 12, 2020 QU P SaFTd! '9 h11YEAL Page 2 of 2 BARNSTABLE REGISTRY OF DEEDS owe Town of Barnstable Barnstable ° Board of Health bylkrlyl ( 3 RAMSTABL& + MASS. �. 200 Main Street,Hyannis MA 02601 I 039. �0 tfD AAF�A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi Mr. Peter McEntee, P.E. August 21, 2013 12 West Crossfield Road Forestdale, MA 02644 RE:. . ;44 Percival'-Drive 1West Barnstable- A 111-059 Dear Mr. McEntee, The proposed monitoring plan for the secondary treatment unit proposed to be located at 44 Percival Drive, West Barnstable, is approved with the following conditions: (1) The applicant shall come back to the Board in one year with the results from the first year of quarterly samples. If the test results are within the effluent limits as ^ established, the Board may agree to reduce monitoring to twice yearly. (2) The septic system shall be installed in strict accordance with the engineered plans dated July 31, 2013. (3) The designing engineer shall supervise the construction of the nitrogen reduction unit and the onsite sewage disposal system and shall certify in writing to the Board of Health that the system components were installed in substantial compliance with the plans dated July 31, 2103. (4) The innovative/alternative (I/A) system (MicroFAST 0.5 FAST UNIT) shall be designed, constructed, and maintained in compliance with the Certification for General Use Approval letter from the Massachusetts Department of Environmental Protection dated December 30, 2010. (5) <Prior to issuance of a disposal works construction permit, the applicant shall record a Deed notice required by 310 CMR 15.287 (10) and required in the Approval letter., The applicant or owner shall provide the Public Health Division Office a copy of the certified Registry copy of the Deed notice. This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code, Title 5 and all of the local Town of Barnstable Board of Health Regulations. Sincer y yours, WayrOiller, M.D. Q:\WPFILES\McEnteeStahleyMonitoringPlan44PercivalDriveWestBamstable2013.doc Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 August 6, 2013 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 44 Percival Drive, West Barnstable, MA, Title 5 I/A Septic System Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. Do othy Stanley— Owner Permits Page 1 of 1 Barnstable County O/A septic Management Database Karen Malkus-City of Barnstable 8:59 am Main I Permits Reports i Compliance Contractors Technologies 1 Help Home> Permits>Edit Permit>44 Percival Drive r9 IFPermit Owners Components Sampling Contracts Notes Compliance Correspondence Documents Add Note Date1 11 j Note User 1 BOARD OF HEALTH MEETING MINUTES Tuesday,August 20,2013 at 3:00 PM Town Hall,Hearing Room,2ND Floor 367 Main Street,Hyannis,MA VI.Monitoring Plan:Peter McEntee,Engineering Works,Inc.representing Dorothy Stahley—44 Percival Drive, West Barnstable,Map/Parcel 111-059,36,386 square feet parcel,house addition,innovative alternative system,general use.Peter { McEntee said the owner has been granted a special permit from the Zoning Board of Appeals for an apartment at her dwelling which j iwould increase the flow from 3 bedrooms to 4 bedrooms.He is proposing an I/A system for general use with quarterly monitoring for { 1 ((the first year and twice a year thereafter.Mr.McEntee said the preliminary figures associated with the O&M monitoring plan is I$2,000/yr.Mr.McKean said the standard for Board has used for the I/A monitoring plans has been monitoring done quarterly for the f first two years,then a review can be requested after that to reduce it.Dr.Miller stated the monitoring guidelines were developed I Emily j 08/05/2016 when most of the IIA systems were under conditional use rather than general use.With general use,he feels the technology has ,Michele j met the performance standards of the State and it may be reasonable to establish reduced monitoring for the systems under general{Olmsted use.The Board determined it would require quarterly monitoring for the first year and,provided all the parameters fall within the { i standards,they may reduce it to twice/year monitoring thereafter.Dr.Canniff noted that seasonal use properties would change the i results.This property is a year-round dwelling.Upon a motion duly made by Mr.Sawayanagi,seconded by Dr.Canniff,the Board I voted to grant the plan with quarterly monitoring for the first year and if the Page 7 of 10 BOH 8/20/13 parameters are all within acceptable limits,they may reduce the monitoring to twice a year thereafter.If any parameters are outside the standards,the applicant must come back to the Board for review.(Unanimously,voted in favor.) I -1 http://www.ttownofbarnstable.us/BoardsCommittees/BoardofHealth/Minutes/2013/08202013_Minutes.pdf Page 1 of 1,showing 1 records out of 1 total,starting on record 1,ending on 1 y https://septic.bamstablecountyhealth.org/reg/permits/edit/1919 11/2/2016 r Q p DATE: 3 , FEE: MASS 1639.A�� REC. BY " Town of Barnstable SCB:SD. DATE:no Board of Health ,.s ✓w � 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 h�z Wayne A.Miller,M.D. FAX: 508-790-6304 yt,2Z d Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 44 Fe_f CA vq\ Assessor's Map and Parcel Number: 1 0 5 9 Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision"Name: APPLICANT'S NAME: �6 ro' �'1 y S" ���t9 Phone Did the owner of the property authorize ou to represedit him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: 1�.dJ8 0 Si-e,�ile;y Name: +- Address: � , � a n SS�-e ��Q �ll�-' d'Zrfo(o��S ,� �Address: . , �S�L-ei ail (zdM Phone: _ 7 3 7— Phone: 07 —73-7— 4 -(O W VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) e rOV a� ( s W>'t NATURE OF WORK: House Addition$ House Renovation Repair of Failed Septic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\13AJ9P9B7\VARIREQ.DOC o Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 August 6, 2013 Town of Barnstable Board of Health 200 Main Street .Hyannis, MA 02601 Re: 44 Percival Drive, K Barnstable, MA (Assessors Map 111, Parcel 059) Proposed Nitrogen Reducing I/A Septic System Dear members of the Board: On behalf of my client, Mrs. Dorothy Stahley, request in being made for the General Approval Usage of a Nitrogen Reducing MicroFAST 0.5 FAST Unit to be installed to allow for a proposed increase sewage flow at the subject site served by a private well. The existing house is permitted for 3 bedrooms. The area of the parcel is 36,386 SF. General Approval for the proposed technology allows for a design flow of 550 GPD/Acre. An additional bedroom is being proposed for a design flow of 440 GPD. The required area for this increase in area is: 440 GPD/550 GPD x 43,560 SF = 34,848 SF. The existing lot area exceeds the required area. Total nitrogen (TN) for this application shall not exceed 25 milligrams per liter. Please consider the proposed application of the technology for this site Sincerely, L Peter T. McEntee P.E. J&R SALES & SERVICE, INC. General Use Nitrogen reduction Certification Per the Massachusetts Department of Environmental (DEP)Certification for General Use dated December 29, 2010,the property owner is required to sign documentation that he/she has been provided with proper notification of the costs,fees, and requirements associated with the alternative treatment system designed for the property. Below please find these items listed. As owner, I hereby certify that I: 1) Have been provided a copy of the DEP approval,the owner's manual and the 0& M manual. 2) Have been informed that the approximate operating costs for the system include 250 kw/mo., Operation and Maintenance Agreement-$730.00 annually, Effluent Testing- $820.00 annually; and blower replacement cost of approximately$400.00. 3) Understand I must have an Operation and Maintenance Agreement for the life of the system. 4) Agree to provide a deed notice as required by DEP and the approval. 5) Agree to provide written notification of the approval to any new owner. 6) Understand that the design does not provide for the use of garbage grinders. 7) Understand that I may be required to repair, replace, modify or take any other action required by DEP or the local approving authority if they determine that the alternative system is not capable of meeting the performance standards. Signed yowner �Jc�GLv7'!-� y ,���4f j'LY Property Address Date 44 Commercial Street Raynham,MA 02767 Ph(508)823-9566 Fax 508 880-7232 5/18/12 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 August 6, 2013 Re: 44 Percival Drive, W. Barnstable, MA (Assessors Map 111, Parcel 059) Proposed Nitrogen Reducing MicroFAST Secondary Treatment Unit CERTIFICATION OF DESIGN Per the requirement of"Standard Conditions for Secondary treatment Units Certified for General Use, Dated February 19, 2013", 1 hereby certify that the proposed I/A septic system shown on the plan entitled "Proposed 1/A Septic System & Site Plan" dated 11/31/13, by Engineering Works, Inc and Warner Surveying, conforms to the Approval with Conditions and 310 CMR 15.000. lo Peter T. McEntee P.E. ��� , w� � �� �� �� ��� ��� ti� �� �� �X�ST��� ��;c T��� ����� �' � a. � � � ��� r , Malkus, Karen From: Emily Michele Olmsted <emilymichele.olmsted@barnstablecounty.org> Sent: Friday, August 05, 2016 11:51 AM To: Malkus, Karen Subject: 44 Percival Drive, West Barnstable Good morning Karen, wanted to reach out to you about 44 Percival Drive in West Barnstable. I got a phone call from the owner today,who may switch contractors; so basically this one just came under,my radar. I don't have the permit summary for it but I did find the BOH approval minutes online and so I wanted to double check the requirements with you.As I understand it,this property was required to have quarterly monitoring,for the first year, which could be automatically reduced (without going before the board)if the parameters were within the standards to 2/year. I'm assuming,too,that the sampling s for TN BOD TSS. However, if the samples are outside the standards then the applicant is supposed to come back to the Board for review. Now, I'm hoping for more recent reports but it looks like there may be some high sample results. It'd be a shame too because the owner sounded unhappy with her current contractor so I'd hate to help her find someone only to send her to the board but now that I have noticed this I can't just do nothing.... 'Let me know if you have any more thoughts on this one and the original approval while I wait for more reports from the current contractor. Thank you and have a wonderful weekend if I don't hear from you, Emily Michele Emily Michele Olmsted Project Assistant (Z0BCwU" HE �ursvn F C;u�re r��vr er i•#.;�uu�rrx -rrr PROMOTE- PRC�TE fi �tJ PORT _ R Department of Health and Environment Barnstable County, Massachusetts PO Box 427 Barnstable, MA 02630 Email: emilymichele.omsted@barnstablecounty.org Web: www.barnstablecountvhealth.org Twitter: @BCHDCapeCod Facebook: http://www.facebook.com/bchdcapecod Tel: 508-375-6901 Fax: 508-362-2603 II 1 f Malkus, Karen i i n From: M orand, Don a Sent: Monday, August 08, 2016 9:49 AM To: 'PETER MCENTEE' Cc: Malkus, Karen Subject: 44 Percival Drive, West Barnstable Goad Morning Peter: hope all is well with you this summer. This address has been brought to my attention since I did a partial inspection of the system on 10/1/2013 (d-box and SAS). They never called for a final inspection of the septic tank and FAST unit. They were approved by the BOH for this variance (I/A approval for fast). We have no engineer or installer certification from you or the installer(Michael Takach/Earth & Stone). It is my understanding through Karen Malkus that this system is being used . The County has no records and it appears they have changed their contractorthey called Karen looking for information and we have none-therein lies the problem. Karen Malkus is in our office and deals with I/A compliance and I shall copy her on this email. Any assistance from you will be greatly appreciated. The owner of this property is Dorothy Stahley if that helps you out at all. Thanks! Donna Worandi CERTIFICATE OF ANALYSIS Page: 1 T Y?•. J o Yi Barnstable County Health Laboratory \9SfCFiti ''' Report Prepared For: Report Dated: 12/29/2008 Robert Stahley Order No.: G0850335 44 Percival Drive West Barnstable, MA 02668 Laboratory ID#: 0850335-01 Description: Water-Drinking Water Sample#: Sampling Location C44'Percival Drive WestWest Barnstable,MA Collected: 12/17/2008 Collected by: R.Stahley Map Rill Map 059 Received: 12/17/2008 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.45 mg/L 0.10 10 EPA 300.0 12/17/2008 Copper 0.42 nig/L 0.10 1.3 SM 31 I 1 B 12/23/2008 Iron ND mg/L 0.10 0.3 SM 3111B 12/23/2008 Sodium 14 mg/L 1.0 20 SM 3111 B 12/23/2008 Total Coliform Absent P/A 0 0 SM9223 12/17/2008 Conductance 110 umohs/cm 2.0 EPA 120.1 12/17/2008 pH 6.6 pH-units 0 SM 4500 H-B 12/17/2008 fYater sample meets the recommended limits for drinking water of all the above tested parameters. Approved B -0/ (La rector) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS 79 Page: 1 t, 1 Barnstable County Health Laboratory 9ist� y Report Prepared For: Report Dated: 10/12/2007 Robert Stahley Order No.: G0743781 44 Percival Drive West Barnstable. MA 02668 Laborator y ID#: 0743781-01 Description: Water-Drinking Water Sample#: Sampling Location 144 Percival DrC W:Barnstable;MA Collected: 10/11/2007 .:_� Collected by: R.Stahley Map R111 Parcel 059 Received: 10/11/2007 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.47 mg/L 0.10 10 EPA 300.0 10/11/2007 Copper 0.49 mg/L 0.10 1.3 SM 3111B 10/12/2007 Iron ND mg/L 0.10 0.3 SM 3111B 10/12/2007 Sodium 12 mg/L 1.0 20 SM 3111B 10/12/2007 Total Coliform Absent P/A 0 0 SM9223 10/11/2007 Conductance 140 umohs/cm 2.0 EPA 120.1 10/11/2007 pH 6.5 pH-units 0 EPA 150.1 10/11/2007 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: (Lab ector) 17 ND=None Detected RL = Reporting Limit =p g MCL Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �L CERTIFICATE OF ANALYSIS ,�� 9`•, Page: 1 Barnstable County Health Laboratory Esc ? Report Prepared For: Report Dated: 1/29/2007 Robert Stahley Order No.: G0739409 44 Percival Drive West Barnstable, MA 02668 Laboratory ID#: 0739409-01 Description: Water-Drinking Water Sample#: Sampling Location 44 Percival Dr.W.Barnstable,MA Collected: 1/25/2007 Collected by: R.Stahley Map R111 Parcel 059 Received: 1/25/2007 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.38 mg/L 0.10 10 EPA 300.0 1/25/2007 Copper 0.17 mg/L 0.10 1.3 SM 3111 B 1/26/2007 Iron BRL mg/L 0.10 0.3 SM 311113 1 1I26%200'Tt�' Sodium 11 mg/L 1.0 20 SM 3111B 1/26/2007 Total Coliform Absent P/A 0 0 SM9223 1/25/2007 Conductance 140 mnohs/cm 2.0 EPA 120.1 1/25/2007 pH 6.6 pH-units 0 EPA 150.1 1/25/2007 {Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: ` (Lab rector) l MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 3/16/2006 Report Prepared For: Order No.: G0634775 Robert Stahley 44 Percival Drive W Barnstable, MA 02668 Laboratory ID#: 0634775-01 Description: Water-Drinking Water Sample#: Sampling Location 44'PercivaFDriv-a West Barn— st� able M_A:—r Collected: 3/15/2006 Collected by: R.F.S. Map R111 Pa reel 059 Received: 3/15/2006 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen 0.35 mg/L 0.10 10 EPA 300.0 3/15/2006 LAB: Metals Copper 0.23 mg/L 0.10 1.3 SM 3111B 3/16/2006 Iron BRL mg/L 0.10 0.3 SM 3111B 3/16/2006 Sodium 12 mg/L 1.0 20 SM 3111B 3/16/2006 LAB: Microbiology Total Coliform Absent P/A 0 0 309 3/15/2006 LAB: Physical Chemistry Conductance 120 umohs/cm 2.0 EPA 120.1 3/15/2006 pH 7.1 pH-units 0 EPA 150.1 3/15/2006 Water sample meets'the recommended_limits fordrinking all'the'above tested pa`rameter§:--lI Approved By• Director) 1� 3�7�z .9�� cry T C\j 1O C\1 1 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 44 Percival Drive, W. Barnstable, MA (Assessors Map 111 , Parcel 059) Proposed Nitrogen Reducing Micro FAST Secondary Treatment Unit MINIMUM MONITORING REQUIREMENTS Monitoring shall conform to the requirements of the Approval for General Use and the Standard Conditions for Secondary Treatment Units, Effective February 19, 2013. A summary of the required monitoring is provided below: Parameter Mornitorinq Frequency Sample Type Location Effluent Limit TN Quarterly 1 st year measure D-box <25 mg/L Twice per year thereafter Effluent pH Quarterly 1 st year grab D-box 6 to 9 Twice per year thereafter Effluent turbidity Quarterly 1 st year measure D-box < 40 NTU Twice per year thereafter Effluent t temperature „ Quarterly 1 st year measure D-box record Twice per year thereafter Effluent observation DO Quarterly 1 st year measure D-box > 2 mg/L Twice per year thereafter Effluent Color Quarterly 1 st year visual D-box record Twice per year thereafter observation Effluent observation Thickness of septic tank or Floating once every measure other process pump out grease/scum 3 years tank where solids as layer are retained necessary Depth of septic tank or sludge and once every measure other process pump out distance to 3 years tank where solids as effluent Tee are retained= necessary n �rJ BOUSFIELD=:SANITARY SERVICE 4b 451,ROUTE 6A P.O. BOX 438 � EAST SANDWICH, MASSACHUSETTS 02537 (617) 888-2010 `SUN 1 V � P�9� 7 Y , c V SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FO -� Address of property 4q PFROVIIL ORU. aRRNSTA'Qe-E Owner's name TWY 13Avpftlu21'► 36�-SgSB Date of Inspection -��� .a • .•, z , PART A + .CHECKLIST Check if the following have been done: . Pumping information was requested of the owner, occupant, and Board of Health. X None of the system components have been pumped for at least two Weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not 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. The facility or dwelling was inspected for signs of sewage back-up. The site was inspected•"for' signs of breakout. All system components, excluding the SAS, have been located on the site. The 'septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or teas, Tiaterial of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the SAS on the .site has been determined mused on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. -- r,, SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORMO PART B a ,. SYSTEM`INFORMATION FLOW CONDITIONS I,f 'residential 3 number of bedrooms number,:of, c•u,rrent- residents �eS garbage' grinder,` ye.s"'ors` r,no,F s laundry connected to system, yes or no NO seasonal use,' yes or- no' .,If nonresidential , calculated flow: Water meter readings, if`Yavailable: ' StILL Oc.(_upi60 Last : date-of 'occupancy ; 'GENERALp.INFORMATION t r r 9r.4 *r. Pumping records and source; of<'information:, . �VQ System pumped as part of inspection, yes or if yes, volume pumped'.". Reason for pumping: ' ' T },fie of system Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool . - t:.a!"t,. Privy t . .w�._ 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: �� Sewage odors detected when arriving at the site, yes or r :f'8UB8URFACVBEWAOE�`tDI' P08AL' 8Y8TEH INSPECTION FORM PART B -.°+SYSTEM INFORMATIOWVontinued SEPTIC TANK:, C +p 1 y (locate',on Stite.,,plan)'d ,•t ;r'Ph 'ylrrc,��r xtt tlt 1 t s depth below grade:_ material of construction: -C ,concrete _metal _____FRP other(explai dimensions:�t�`6'�L�K sludge depth AV 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 IV distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees' or baffle: depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) - 4A)K rurcps Ta 6C CLPf (:P DISTRIBUTION BOX _ ..(locate, on,/site. lan) depth of liquid'level above outlet 'invert rt 1 Comments: (note if level and distribution is equal, , evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc.) O-OC K 15 IN GCoo SNAPS 1 , puMP.,,etiAXsERt�`. '. :,, :.r.��Vv. .1...>•4,yFtCHRmyVtY.YChW6'aLiGYeWSMYF+�pNrdM•�1 •:r.owwvny•M'e. . . .. .. .._, , ..•,. `: . _ .,.. (locate on site plan) pumps in working order,`�yes -,or'no — Comments., •.. .,a^r... ... ...,... '•-`'f►{I,�+rP .'°4. , •5 } }, 'tF�+a�;. (note condition of pump chamber, condition of pumps and appurtenances, i recommendations for maintenance or repairs,etc. ) 5 • , 34 .:�` r;� fry a�"'}a��i j .:i '- I ` — — •— i 4 t 3 `i., aft, t .. . .- SUBSURFACES'BEItADEyIDISPOSAL ''SYSTEM INSPECTION FORM ' 0- � ,,r:: x : . PART B A JIJV YSTM INFORMATION Continued ri- SOIL ABSORPTION SYSTEM '(SAS)': (locate on- sit'e plan, if poss ble; excavation not required, but may be approximated b non-intrusive ,methods) If not determined to, be�present,} explain: -i - Type E lbo0 Qal C.,�• leaching pits -and number .� leaching chambers and number' leaching galleries and number leaching trenches, number, length _. leaching fields, number, dimensions overflow cesspool , number . Comments: ; ,, , s > , a i ,� +•° , (note condition of soil , signs of hydraulic failure, level of ponditig, condition of vegetation, recommendations for maintenance or repairs, etc CES SPOOLS.. ..(locate.,.on: s.itepa„any,t: number and configuration 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 'mustl:be# pumped as' ; part`'of'' inspection) . Comments: _....:..._::,,.:.....:.... (note condition of soil,-signs of hydraulic failure, level porting, condition of vegetation, recommendations for maintenance of ep :,etc. PRIVY: (locate on site plan) ; v^r�,�,,,�t,A��•,�'+I��F� �,��yk{x�r�C�,�*�t,i � ::t� l ,t,��i}��r t , materials of construction 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. , •�,a ��7b'v �' r +r�p'tN t;�� � :� 4' 'yg. SUBSURFACE SEWAGE{,DISPOSAL SYSTEM INSPECTION FORM PART C �>FAILVRE zCRITERIA r W � `w' r. �+ J } Y F. SF,i • ^F K' T Indicate es no or•not Bete ed'rmfn Y" �-N` o Y ( r ND) . Describe basis of determination in all instances. If "not determined", explain why not) Backup of sewage into -facility? t ilk 1. '�� <i I�F1Y P. C1 �;is y t r WiN Discharge or ponding of effluent to the surface of the ground or surface waters? N ' Static liquid level' in 'the 'distribution box above• outlet invert? Liquid depth in cesspool. <6" below invert or available volume< 1/2 flow? ,L Required pumping 4 times �orrmore in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? Is any portion of+the SAS, #cesspool ora privy: below the high groundwater•elevation? within .5o feet of asurface=water? - • fit I*� � 9 R;� " `�5. within . 100 feet of a surface water supply or tributary to a surface water supply? within a Zone .I of ai public Swell? ' within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and privies only, the SAS) ? within 50 feet of a private,water;suPP 1 Y.. well? . • �7 t ., . . E.fr�.F ��>��iv�',�y{��R'i �.°,gr��t�.1°' ° t,, l • r, 'L (`+ f` °f r, less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water -analys for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. ,.. .. ...,. e.•... 4^'�t` +� yiWi`wy'iy.. 4 �J ,N«""0 is r P.•:��.+".' .. .. .. F .,-.. , .. -r{3• . . .-. •— . ..y. .., ,..,u! s.m ��.y'4' r.r$'t`rvY� s`Jt ^°t"'daY»:^''g� i '*"a.Y .. .. ...,,.r. ,, t r�,..iF 1 K 11 A`'J} t 'ri�r} try A SUBSURFACE SEWAGE_DISPOSAL SYSTEM INSPECTION FORM ; PART H l .,SYSTEM INFORMATION-continued SKETCH OF SEWAGE `DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells withinF,100 ':- W . fit t, s+;e i r �d;., .4 i9 C„:•P°`"4"d`2'$`+:. 'I i >..r: ,f,. �+�C ;' ilk.. ;.x. + • . ti ' DEPTH TO GROUNDWATER 5 tf 4t, ; I,:y t f�. depth to groundwater R; � � ..�is ' g> 4;'f'?:�- `�.�� sa''a�` a'R.t � r�``{x f"7 '.}`,y •. q ( t: t • .i;� f ... - . method of determination or approximation: topoGRAW MAP - MMR Ge®UN0 WOOER MOD r 13 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORK PART D ,CERTIFICATION Name of Inspector EDwAaD C• QOuSFIEL'D Company Name SC E P/OrGE ON E Company Address '. 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 .manntenance of on-site sewage disposal systems. C k one: 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. I have determined that the system fails to protect public health and the environment as defined in 310 CMR 15. 303 . The basis for this determination is provided in the FAILURE CRITERIA section of this form. i Inspector's Signature � a4W l-elqll Date Original to system owner �f Copies to: Buyer (if applicable) Approving authority TOWN OF BARNSTABLE LOCATION 13 A-1/2 c i yog/ z/2 ve SEWAGE # VILLAGE tO ,?,gjf/JS , ASSESSOR'S MAP & LOT �1 INSTALLER'S NAME & PHONE NO. ��VS�"/E L.O �' se-o l.a SEPTIC TANK CAPACITY LEACHING FACILITY:(type) AI- (size) /d do NO. OF BEDROOMS 3 OR PUBLIC WATER BUILDER OR OWNER N�/(lIKT JQ DATE PERMIT ISSUED: // DATE COMPLIANCE ISSUED: A9 VARIANCE GRANTED: Yes No t. QL 'L dl. O ,e aS b II J cow Fps..... ..... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TCVV ...OF..............)3AAlS7`A' �E ApplirFa#ion for Mwvaa al - orko Tontrnrtion Vamit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at Lot #13 rival r..rive,W.Barnble 13 ocation-A ddress •or Lot No. ...................... B ,d............._..........._._.... ..................PeYC1Va1 DL1V2 ..............------......----------------••-- ... ... kt Owner Address . W U FtE��sau,f St•�2,y� A SA *� W. Barnstable Installer Address Pq Type of Building Size Lot.....36;3ffi...........Sq. feet Dwelling—No. of Bedrooms..........................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ............................ . W Design Flow.........................55...............gallons per person per day. Total dailly flow.............330.......................... P4 Septic Tank—Liquid capacity...1-.`�gallons Length___ �2�� Width....11......._ 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. Other Distribution box (X) Dosing tank a 86 Percolation Test Result Performed by._..____...�-...... .�....2� ' '. Date...............9..�� ........... Test Pit l�To. 1_._<----____minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ------------------------------------•---••-----------------•---------•--•---•-------......_..-----....--------4411 CTeari irec?iui aria....... x ------•-•-••--•------------------------------------••------•----- V --••------------•--------------------------------------------------------------------•-------•-•----••--•----•--•--•--•••-------•---------------•-------•------------•............•-•------•--•----•---- VNature of Repairs or Alterations—Answer when applicable......................................................................................... ----------------------------------••----------------------•-------------------------............------•----------------------------•-------•-----------------------------------------------•-••-....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLi p 5 of the State Sanitary C e—The undersigned further agrees not to place the system in • operation until a Certificate of Compliance has �KE oard of h lth. Signed - =` Date Application Approved By-•----•... . ...... --------- ---------------- ----S- --. ....... .. Date Application Disapproved for the following a sons---------------••----•-•---------•---------•------------------------------------------------------•••-•----••- -------------------------------------------------••-----------------------•------•--------••------------------------•---••••----.....------•------•-------•••----•-------------------•-----------...---- �( "� Date PermitNo.._.Q..l...— .........-----•-------••-•------------ Issued_--------•-•---...--•--................................ Date z •vv ^''� ro tNo.l�7.� ....... Fxs........l., s........... THE COMMONWEALTH OF MASSACHUSETTS , . .M. BOARD OF HEALTH -------- - ----_ -- - ...............OF........................................------------------------------------------------ Appliration for Disposal Works Tonotrnrtion Vamit1 Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: to #13 P V81 DdV%W. t ................. ........ ...... --•-••-----------------•---..._._..... -•--- --------------• ---------- •---------------------------••---•------ LLooccati Address petd„r' Dd*Lot No. . ......................_............._---------................................................... --------•--••-----------------•-------••-•--•--------•-•-••--------•-•__--••_----_--••--- Owner Address ? ' •--•--•--.............................................................••-----------••---••----•--- ----._...._......._.......----•-.... ........._..------------•----------._.._......... ---- F Installer Address Q Type of Building Size Lot___�L ............ feet 3 - Dwelling—No. of Bedrooms............................................Expansion Attic ( ) . Garbage Grinder ( ) pa a Other—Type of Building ____________________________ No. of persons.....__...................... Showers ( ) — Cafeteria ( ) Other fixtures ---------------------------------- Design Flow......................... .'__ __gallons per person per day. Total daily flow .......................................3 _4a llons � Septic Tank—Liquid Liquid capacity __gallons Length..??* Width__U......... Diameter ......... Depth................ W Sep T g, 6, leaching area____ sq. ft Disposal Trench—:�o_ ___________________ Width_..._...__..._______ Total Length.... Total: Seepage Pit No________ __________ Diameter.__.____._.___.__.__ Depth below inlet__._.__ __........Total:leaching area_. sq. ft. z Other Distribution box O Dosing tank Percolation Test Resul Performed by..____.. ' -_-A950I.d84'm .. Date.............W"...... ............ ,t Test Pit No. 1_______ ______minutes per inch Depth of Test Pit......_____......... Depth.to ground water......................... Test Pit No. 2.................minutes per inch Depth of Test Pit................... Depth to ground water......................... O Description of Soil_.__.__..._ . �" & �� ae�11 •• W ----------- ---------------•---•-•----•------------------ UNature of Repairs or Alterations—Answer when applicable_________-_____________________ c_______________________________________________________________________________________________________________________________________ _.. ---------------------------------------------- t Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iT j of the State Sanitary e.�The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n ' sued by thoard of lth. r Signed. 'J_,iliox-j .. ....... --_--------................. a Date "'Application Approved By.......----- --- --•-•-4 Date Application Disapproved for the f ollowing r sons_______________________________________ . --------------------•-•--------••--•------------ ----•-------------------------------......_....._..... -------•-•-•-••--• --------- Permit No. - -3 J S_......_..--•---------------- Issued_...... -�-�-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH d. .JJ..........oF..... ...,. Tntifiratr of tom h�anrle T S I ,TO CERT , That the In'ividual wage Disposal System constructed ( ) or Repaired by �------------------- --------------...------------...------- .........-----. ....-----...---...-------------------- ' nstaller has 6 appli +nstalled n accordance he provisions o i N of The tate Sanity e aswdescribed in the cation for Disposal Works Construction Permit No------ .__�_3 u��...... datedy_-_ ------C_.�......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS;A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector....................................................................................' � ) THE COMMONWEALTH OF MASSACTUSETTSZNGINEER MUST SUPERVISt — i ALLATiON_AND BOARD OE� EALTH�f,,STEM WAS INSTgLLCERTIEpIJ�WRITI�r• TIP-5-n.-........OF............................................................... ;V(`�•. t°C" �TO.�..................... �v� FEE................... Disposal Works no#rio rrmi# 1,.2 Permission is hereby granted..... - Z--- - - ---�----�: =�- ------•=-' ..................---�'='-��-�--.............:�---e-•- t to Construct ( ) or Repair ( ) an Individua Sevva e Dispos System _ at lll...Iff/ ` Srreet as shown on the application for Disposal Works Constructions Permit NoYa-_3�... Dated__. .......... '---•----•---------••-----------•---------••--- Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS Department of Environmental Management/Division of Water Resources WATER WELL COMPLETION REPORT WELL LOCATION Address City/Town Sryy G.S.Quadrangle Map Grid Location Owner I Address f��� &, WELL USE CONSOLIDATED WELL Domestic ry Public ❑ Industrial❑ Type of Water-bearing Rock Other ; Water-bearing Zones Method Drilled 1) From To�tl�/��X. 2) From To Date Drilled 3) From To 4) From To Ma CASING Depth to Bedrock _42�L Length Diameter_ Type PVC UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surfs a Sand: fine❑ medium❑ coarse[] Date measured Gravel: fine❑ medium❑ coarse❑ GRAVEL PACK WELL Screen: Slot#_length�from�to&a Yes ❑ No [� Split Screen (or 2nd screen) WATER QPKLITY TESTS MAD Slog length from to Chemical rEY Biological Depth To Bedrock PUMP TEST Drawdown /0 feet after pumping days hours at 40 GPM. How measured. 76, Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To AD i 8 m DRILLER / y io O //��I61.,'1 Address 41/ +L tl99 — \ City ' D Regis ation No. Operator's ignature ease pant >rm y CUSTOMER COPY 2SM•10-85-807101 i ' LEGEND N , 70O�.i /1�� \\\WELL/ABUT 2 s MAG/SET \\9�9 8� / / 102,5 104,09 p -- 98 --EXISTING CONTOUR = o r CB/DH/F 1-- X 100.98 EXISTING SPOT GRADE O/ d d Oount R Nigh wigo "` ...� ♦ EXISTING WELL 100,89 >�� ;� : � c Benchmark et, �, 0 .; Cor. conc. Pa to U UNDERGROUND WIRES of EL.=104.02 A y s,Sumed G EXISTING GAS SERVICE �o ♦\ �_ yj .S TEST PIT `� Street O 102.44 WBENCHMARK o / WELLLL t 102.70....''...::...:;: ::'.,.,,., S ecti AD)� 8,, ro p F :Drive d F E (ST7NG SEPTIC TALK -LOCUS 701BE PUMPED RUPTURED, FILLED J103 03 102,8 103 10 ?, Wl7N SAND AND ABANDONED 10288,,; 0 .55 4Y x 102.13 U BLOWER UNIT & VENT / (LOCATION MAY VARY) 03 Vj� 01 Dc x�o 10 g xD CONTROL PANEL LOCATION TO 102.8 h Or �� '' \ BE DETERMINED BY OWNER Q iL 0 .q:., Q 103,23 �� � �;.•...,,.: ... . GARAGE 3s• 760, <b ,y1 v', �• 102,36 EXISTING LEACH P/T �aA 102,91 PROPOSED '• �' CB/DH/FND TO BE PUMPED, FILLED WITH LOCUS MAP 102,97 ADDITION \\ 102.46 SAND AND ABANDONED NOT TO SCALE 102,63' �� 3j3 102.52 x \ io?,Qz+ EX/STING� '3 HOUSE(#44) �0 03.07 �a 101.82 - GENERAL NOTES: 102,05 : .X.`io3•ib : ::.,. TOF=f03.63 ;;,,,....;. ... TP S. i 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL t2 1.65. .. 10 6 OENGINEER. �••A H AND THE DESI GN o. OF HEALT AR m \ BO D T03,39 ® A R B/DH/FND, 102.34 T �'. iv Opp\42' O 38• O OS` O Sit 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x 102.40 �'• '••,M 0 S\� �Q� O• OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE U�--��U C r:,• . 0 '9.��� LOCAL RULES AND REGULATIONS. (oppi ox.) Op 7r. �- p9e o, 01, \ TP-2 \;. : 0 3• THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR FLOOD PLAIN DATA 1of� 101.96 of /own I l ;:• TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE NON HAZARD "�' 102.02 - x x •lo0,. . . . , �" ` �� _�09 100,1 DESIGN ENGINEER. ZONING CLASSIFICATION: ZONE RF 101.79 x 100.44 _ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SETBACKS: FRONT YARD=30' PROPOSED �_�\ 1 -/-- �- �_4 ^� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SIDE/REAR YARD=15' SEWER CONNECTION ®101,10 - 3 ENGINEER BEFORE CONSTRUCTION CONTINUES. MAXIMUM BUILDING HEIGHT = 30' x _f I REBEi�(E AREA 0 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 98.93 x 1 `-�` RESPONSIBLE FOR THE FAILURE OF I I NOT WIND EXPOSURE CATAGORY; Exposure B _tdo�s0- x 99.01 --��-4------ - 6. THE DE SIGN ENGINEER S 100`' '98,70 `� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF OWNER OF RECORD 9�d--^^�\ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. STAHLEY, DOROTHY ----------- ------- __98- 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 44 PERCIVAL LANE - - WEST BARNSTABLE, MA 02668 SOIL LOG tis��s�,,�, [-PROPOSED ROP ST DUnit Lot 13 S6• !��_ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. DATE: JULY 31, 2013 REF P 14,086) `S8• h� 36,386.t -C. 9. ALL AREA S CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ( # � R//-+-- � - AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 4 --Q SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) � _______-_-- -96-- DIRECTED BY THE APPROVING AUTHORITIES. WITNESS: DONNA MIORANDI R.S. Maps 111 HEALTH AGENT �L �_� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Parcel 59 °= THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH ELEv. TP-3 DEPTH ELEv. TP-4 DEPTH i `�4�� _�� _,-� ,�'\ h� CONSTRUCTION. 101.7 A O A O 101.1 A 0 99.7 A 0 1 - � 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 101.E SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM �' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 101.2 10YR 4 2 6" 100.9 10YR 4 2 8" 100.6 10YR 4 2 6„ 99.2 10YR 4 2 6„ s �_ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). B B B 12, AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM - ,?------' \. -� INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 10YR 5/6 10YR 5/6 10YR 5/6 10YR 5/6 �! 99.7 24" 99.1 30" 98.6 30" 97.2 30" l _ 13. DETERMINATION OF COMPLIANCE WITH DEEDED OR ZONING REGULATION C1 C1 PERC C1 C1 OF M ` �� OF Mass _ I SHALL BE OBTAINED BY OWNER APPLICANT. 42' 9 SANDY LOAM - �� qs I SYSTEM & SITE PLAN s I A SEPTIC Y A P 9 ti PROPOSED SANDY LOAM SANDY LOAM 10YR 5/3 SAND LOAM 1OYR 5/3 10YR 5/3 96.9 50" 10YR 5/3 TERRY Sys t' g PETER T. aP 96.2 66" 95.9 68" C2 PERC 93.7 72" ANN McENTEE 44 PERCIVAL DRIVE, WEST BARNSTABLE, MA C2 C2 C2 0 CIVIL "' - r. 66"/78" � WARNER MED. SAND MED. SAND MED. SAND MED. SAND o No. 38721 No. 35109 Prepared for: B&D Custom Builders, Inc., P.O. Box 21, W. Barnstable, MA U2tttt Engineering by: Surveying by: SCALE DRAWN JOB. NO. 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 p E0 £OISZE `vim 90.7 132" 90.6 132" 90.1 132" 89.7 120" ss STEM �� _ �� S/0 NG\� 12 Engineering cresssried Roadlnc. 2WARNER n Road SURVEYING 1"=30' P.T.M. 192-13 PERC RATE: 3 MIN./IN. ("Cl" HORIZON) PERC RATE: <2 MIN:/IN. ("C2" HORIZON) restdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED ( (508) 477-5313 (508) 432-8309 7/31/13 „ P.T.M. .1' Of 2 'r NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL FOR A DISTANCE OF 5 T E 8 0 10'-2-1�2" AROUND THE — SEPTIC TAN PROPOSED D-BO PERIMETER OF THE S.A.S. I� — 20" DIA. COVERS K X �— INSTALL RISERS & COVERS AS SPECIFIED D INSTALL RISER & SECURED WATERTIGHT PROPOSED S.A.S. (TYP.)SEE NOTE 14 1& 5 BELOW I BY BIOMICROBICS FOR Micro FAST UNIT COVER SET TO FINISH GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND FOR OPENAINIG SIZE T.O.F.=103.83 SET TO 3' OF F.G.'TO SERVE AS INSPECTION PORTS 'A F.G. EL.=10a.2 (MAX.) N \ \ EL.=EXISTING F.G. EL.=102.6t F.G. EL.=101.1 t I I I I I L = 29' L = 51' L — 23'(MAX.) I ® S=1% (MIN.) ® S=1% (MIN.) S-1% (MIN.) 2' LAYER OF 1 8 TO 1/2" 4'SCH40 PVC 4"SCH40 PVC 4'SCH40 PVC / „ I I I I I DOUBLE WASHED STONE I I I I I V4" KNOCKOUTS Ir as as (OR APPROVED FILTER FABRIC) -_T'° 1000 GALLON 14'• 6' sasses® �---- — (-1- — — — � — -1 ` SEWER COMPARTMENT aaaaaaa -�--3/4' TO 1-1/2" DOUBLE CONNECTION OM GALLON W/MICERT 4' U UID 4' 5 2' 4' WASHED STONE PLAN VIEW 17 COMPARTMENT INSERT INV.=1O0.25t ` (SEE NOTE 3-BELOW) I NV.=98.17 - INV.=98.00 PROPOSED D-BOX EFFECTIVE WIDTH INV.=99.30 - - 10'-2-1/2". PROPOSED SEPTIC TANK INV.=99.50 4-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN INV.=99.75 6" STONED H-10 RATED INLET INV.=100.46 OUTLET --�- TOP CONC. ELEV.=98.2 BREAKOUT ELEV.=98.0 ease i 8 3' COMPARTMENT WALL N NOTES: INV. ELEV.=97.50 ease LIQUID 1) Micro FAST UNIT AND D-BOX SHALL BE SET LEVEL AND ®ease ®ease I LEVEL \ TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=95.50 + 6" TRANSFER 3" INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' 4 X 8.5' = 34 4' OPENING ♦w. Ln 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 42.0' Ln 3-1/2" 2) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL ,. 24" 11, 3) REFER TO ACCOMPANYING Micro FAST SPECIFICATIONS. 5' (MIN.) ABOVE G.W. I FACHING SYSTEM SECTION . .f. 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. BOTTOM OF TP, EL=89.7(TP-4) SHALL BE 36'. r' 5) OWNER SHALL HAVE A PERPETUAL MAINTENANCE f1 9'-5-1�2'— AGREEMENT WITH A CERTIFIED SERVICE PROVIDER. SEPTIC SYSTEM PROFILE f 9'-11-1/2" N.T.S. CROSS SECTION A-A SPECIFICATIONS DESIGN CRITERIA ®®®® ® ®®®® 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. NUMBER OF BEDROOMS: 3 EXISTING + 1 PROPOSED I-#E3®®®®® ® ®®®® 33" 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 4 BEDROOMS W/ DE-NITRIFICATION USING MicroFAST 0.5 FAST UNIT 4 w ®®®®®E3 ® ®®®® 310 CMR SECTION 15.226. GENERAL USE APPROVAL FOR 550 GPD/Acre N z ®�®®®® ® Ea ®® ® 3.) REINFORCEMENT PER ASTM C1227-93. 4.) 54' x 25" OPENNING FOR .5 FAST AREA REQUIED = (440 GPD/550 GPD) X 43,560 SF= 34,848 SF EXISTING LOT AREA=36,386 SF, 36,386 SF > 34,848 SF, O.K. 5.) 54" x 49" OPENNING FOR .9 FAST SOIL TEXTURAL CLASS: CLASS II (SANDY LOAM) 102" A, 6.) WEIGHT .5 = 11546 LBS, .9 = 11,112 LBS DESIGN PERCOLATION RATE: 3 MIN/IN DAILY FLOW: 440 GPD - 1500 GALLON MICRO FAST, TANK, {' DESIGN FLOW: 440 GPD 4" KNOCKOUTI . 2 COMPARTMENT TM150OF5 GARBAGE GRINDER: NO 20" ,DIA. COVER WIGGIN PRECAST CORPORATION TM1500F9 PROPOSED SEPTIC TANK: MicroFAST 0.5 FAST Unit P.O.BOX 1138 POCASSEr,MASSACHUSETTS 02559 LEACHING AREA REQUIRED: (440 GPD) = 733.3 S.F. 4" KNOCKOUT 4" KNOCKOUT 62" TEL:506.564.6776 FAX:508.564.6770 .60 GPD/SF CO PROPOSED I A SEPTIC SYSTEM & SITE PLAN USE 4-500 GALLON LEACHING CHAMBERS IN SERIES f*E:4" KNOCKOUT q.¢ PERCIVAL DRIVE, WEST BARNSTABLE, MA SURROUNDED BY DOUBLE WASHED STONE ALL SIDE S R - Prepared for m Builders, Inc., P.O. Box 21, W. Barnstable, MA 0266 SIDEWALL AREA: 2(13.2' + 42.0') X 2 = 220.8 S.F. D Custom 8 BOTTOM AREA: 13.2' x 42.0' = 554.4 S.F. 500 GALLON CAPACITY, H-10 LOADING Engineering by: Surveying by: SCALE DRAWN JOB.'NO. t� gineering Works, Inc. WARNER SURVEYING NITS P.T.M. 192-13 TOTAL AREA:..............................................................775.2 S.F. CHAMBERS . �c 112'AWest Crossfield Road 22 Long Road tY 4 >rlstdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.60 GPD/SF(775.2 SF) = 465.1 GPD N.T.S. i� 5. 477-5313 (508) 432-8309 7/31/13 P.T.M. 2 of 2 ,;. K NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=98.0 10'-2-1/2" FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. �_ - I - - - - 20" DIA. COVERS SEPTIC TANK PROPOSED D-BOX (TYP.) INSTALL RISERS & COVERS AS SPECIFIED INSTALL RISER & SECURED WATERTIGHT PROPOSED S.A.S, SEE NOTE 14 1& 5 BELOW I 1 BY BIOMICROBICS FOR MicroFAST UNIT COVER SET TO FINISH GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND I FOR OPENAINIG SIZE T,O.F.=103.63 SET TO 3' OF F.GjTO SERVE AS INSPECTION PORTS F.G. EL.=EXISTING F.G. EL.=101.2 (MAX.) r f F.G. EL.=102.6t F.G. EL.=101.1t / 1 L = 29' L = 51' L = 23'(MAX.) ? 1 I ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) �. 2" LAYER OF 1/8" TO 1/2" I 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE I 1 I I V4" KNOCKOUTS 6a $ ®a (OR APPROVED FILTER FABRIC) -T10 1000 GALLON 14 6 00BBBa®86 '+ COMPARTMENT BaaaBaB. -"3/4" TO 1-1/2" DOUBLE PLAN VIEW SEWER 500 GALLON W/MICROFAST WASHED STONE 1 7„� CONNECTIO COMPARTMENT INSERT 4' U ID 4' 5.2' 4' IINV.=100.254±1 � (SEE NOTE 3-BELOW) INV.=98.17 INV.=98.00 PROPOSED D-BOX EFFECTIVE WIDTH = 13.2' INV.=9930 - 10'-2-1/2 Awk . - I PROPOSED SEPTIC TANK INV.=99.50 4-500 GALLON LEACHING CHAMBERS _ SURROUNDED WITH STONE AS SHOWN INV.=99.75 6" CRUSHED j INLET STONE H-10 RATED OUTLET INV.=100.46 c� TOP CONC. ELEV.=98.2 BREAKOUT ELEV.=98.0 48" COMPARTMENT NOTES: INV. ELEV.=97.50 aaa® �, 3 WALL LIQUID 01 1) MicroFAST UNIT AND D-BOX SHALL BE SET LEVEL AND *X8.6' aaBa. ' LEVEL Bases TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=95.50Ln 6" TRANSFER 3" INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' = 34' 4' OPENING Ln 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 42.0' 2) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 3-1�2 y` 24" 3) REFER TO ACCOMPANYING MicroFAST SPECIFICATIONS. 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION ....• r 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. BOTTOM OF TP, EL=89.7(TP-4) SHALL BE 36". 9'-5-1/2" 5) TENANCE AGREEMEHALL HAVE A NT WITH A CERTIFIED SERVIUAL CE SEPTIC SYSTEM PROFILE AG EE E SEP �. N.T.S. CROSS SECTION A-A ' SPECIFICATIONS DESIGN CRITERIA ®®®® O ® ® qE3 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. NUMBER OF BEDROOMS: 3 EXISTING + 1 PROPOSED H-PE3®®®®® ® ® ®E33" 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 4 BEDROOMS W/ DE-NITRIFICATION USING MicroFAST 0.5 FAST UNIT w ® ®®® ® a® 310 CMR SECTION 15.226. cv > ®Sr(T®®®® ® Ea ® 3.) REINFORCEMENT PER ASTM C1227-93. GENERAL USE APPROVAL FOR 550 GPD/Acre z 4.) 54" x 25" OPENNING FOR .5 FAST AREA REQUIED = (440 GPD/550 GPD) X 43,560 SF= 34,848 SF ' EXISTING LOT AREA=36,386 SF, 36,386 SF > 34,848 SF, O.K. 5.) 54" x 49" OPENNING FOR .9 FAST SOIL TEXTURAL CLASS: CLASS II (SANDY LOAM) ? 102" 4 6.) WEIGHT' .5 = 11546 LLBS, .9 = 11,112 LBS A' DESIGN PERCOLATION RATE: 3 MIN/IN ` __ 1 500 GALLON MICRO FAST TANK V K DAILY FLOW: 440 GPD -� DESIGN FLOW: 440 GPD 4" KNOCKOUT t; 2 COMPARTMENT TM1500F5 TM15oOF9 GARBAGE GRINDER: NO 20" DIA. COVER WIGGIN PRECAST CORPORATION PROPOSED SEPTIC TANK: MicroFAST 0.5 FAST Unit P.O.BOX 1138 POCASSET,MASSACHUSETTS 02559 LEACHING AREA REQUIRED: (440 GPD) = 733.3 S.F. 4" KNOCKOUT -4 KNOCKOUT 62" TEL:508.564.6776 FAX:508.564.6770 .60 GPD SF PROPOSED I A SEPTIC SYSTEM & SITE PLAN USE 4-500 GALLON LEACHING CHAMBERS IN SERIES 44 PERCIVAL DRIVE, WEST BARNSTABLE, MA SURROUNDED BY DOUBLE WASHED STONE-ALL SIDES 4' KNOCKOUT 13.2' I 42.0') X 2 = 220.8 S.F. il' Prepared for: B&D Custom Builders, Inc., P.O. Box 21, W. Barnstable, MA 02668 SIDEWALL AREA: 2 ( if Surveying b : SCALE DRAWN JOB. N0. BOTTOM AREA: 13.2' x 42.0' = 554.4 S.F. 500 GALLON CAPACITY, H:-10 LOADING Engineering by: y g y /� p ' Engineering Works,Inc. WARNER SURVEYING NTS P.T.M. 192-13 ............•.•.....775.2 S.F.` CHAMBER'S 12 West Crossfield Road 22 Long Road - TOTAL AREA:...................................... DATE CHECKED SHEET'NO. Forestdale, MA :02644 Harwich, MA 02645 DESIGN FLOW PROVIDED: 0.60 GPD/SF(775.2 SF) = 465.1 GPD N.rs. y' (508) 477-5313 (508) 432-8309 7/31/13 P.T.M. 2 of 2 -I •. Opening for FAST NOTES 59 1/2"MIN T.�lower piping to FAST@ may not exceed 100 FT 30.5m total module to sit on tank p p g Y [ ] ` [151 MIN] length and use a maximum of 4 elbows. For distances greater than 100 FT [30.5m] - consult factory. Blower must be located ---------------------,- ------- -------_---------_------- above flood/standing water levels on a concrete base 24" X 1350 Gallon MIN 1 18" X 2" [61 X45.7X5cm] minimum. [1300 L MIN] Settling I 1 1 Zone I 1 ; 2. Vent to be located above finish grade or higher to avoid c _ _ , ; 25; 31 1/a"MIN infiltration. Cap with vent grate w/at least 7.1 sq in. [45.8 sq. ____i [63.5] [79.4 MIN] cm] open surface area. Secure with stainless steel screws (see 1 } 0 54° 1 sheet 4 of 4 MicroFASTO 0.50 Details.) j I I N c [137.2] r Or See Note 6 ; ; ° 1 �; Run vent to desired location and cover opening with vent '--------------------- ----------- ----- grate w/at least 7.1 sq in. (45.8 sq. cm] of open surface area. 450 Gallon MIN [1700 L MIN] 2 1/2" Secure with stainless steel screws. Vent piping must not allow [6.4] I; excess moisture build up or back pressure. border for sealing Electrical conduit from blower and securing 3. All appurtenances to FAST@ (e.g. tank pump outs, etc.) must control system to blower/blower the lid and conform to all country, state, province, and local plumbing housing.See note 1,3, &8. liner to tank and electrical codes. The blower control system is provided by Bio-Microbics, Inc. Inspection/Pump 4. Tank volume must be increased b 20% if the minimum of 10 23 7/8" out Ports 6"� [15] [60.8] see note 3, 7, &s Inspection t inches [25.5cm] is used between the unit and the base of tank. Port/Vent see Consult factory for approval. note 3, 7, &8 may be a se arate tank. 20" 3" [81� MIN vent 5. The primary compartmentY p pip e see Note 2&8 [50.7] 6. Either the influent pipe tee shall be fitted with a pipe cap or the Joints must be baffle separating the two zones shall be extended to the top of the tank. If choosingto use the pipe cap, then the baffle shall g Pp water tight �� level as shown on the I the water le cm higher than e be at least 3 [8 ] g II drawing. j /�,mMAX] 7. All inspection, viewing and pump out ports must be secured to 2"MIN i prevent accidental or unauthorized access. [5cm MINA] I Blower 6 3/8 l Tank anchors piping, conduit, blower housing pad and vents 8. g PI In p p g P 9 16'3 vi others. are provided b p y �, Il • 15 1/s°±l/s" 9. All piping and ancillary equipment installed after FAST O must 3^ N 38.4±0.3 [8MIN1 � Treatment „ �y [ ] not impede or restrict free flow of effluent. Zone 10. No more than 4 FT [1 .2 m] of fill may be placed over unit lid. Influent - Unit may stand inside tank (see sheet 2 of 4 MicroFASTO 0.50 waste �- 15°MIN with feel. Refer to installation manual for more details. See Note 6 [38 MIN] { 41 1/4"MIN DO NOT SCALE b' r [104.6 MIN] ; O� •_ �4� UNLESS NOTED [101 24"MIN DIMENSIONS [61 MIN] 4" [10]0 ARE IN INCHES Settling FAST treated [CENTIMETERS] t n e o R P o a ATE 0 See note 5 Zone effluent TOLERANCES see note 9 ±0.02 IN/IN MicroFAST 0.50 FAST Unit l0-MIN [±0.05 CM/CM] [25.2 MIN] - WEIGHT _ Ib SIZEI DRAWING NUMBER THE INFORMATION C:ONTAfNEU IN IHIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A '" NAME 'DATE A MicroFAST®0.50 with lid SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS ©201.1 DRAWN CTC 12/18/2006 1 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 3/23/2011 REVISED 3/23/2011 REV. INI-04-B NOTES T7-1313wer piping to FASTS may not exceed 100 FT [30.5m] total length and use a maximum of 4 elbows in the piping system (@ 100FT [30m]). For distances greater than 100 FT [30m] consult factory. Blower must I I z 29 3/4"±1/4" I be located above flood levels on a concrete base 24"X 18"X 2" 350 Gallon MIN I I ai + • I 61 X 45.7 X Scm min. [1300 L MIN] i i o c Z 15"±1/4" rrl- ,\\ [75.6_0 6] 1 [ ] N o [38.1±0.6] \ F 2. Vent to be located above finish grade or hi her to avoid infiltration. 30"MIN 31 1/4"MIN Cap with a vent grate with at least 7.1 sq in.g[45.8 sq. cm] open surface 1 CD 0 1\ CE F 7IN] [79.4 MIN] area. Secure with stainless steel screws (see sheet 4 of 4 MicroFASlt7 I o I 0.50 Details). See Note 6 Settling i i a i or Zone i ) v`y 0512"MIN I Run Vent to desired location and cover opening with a vent grate 30.5 MIN I !---------------------L1__----- ______________------____-- with at least 7.1 sq in.[45.8 sq. cm] open surface area. Secure with stainless steel screws. Vent piping must not allow excess moisture build Minimum Clearance to 59 1/2"MIN up or back pressure. insert Fast Liner into tank [151.1 MIN] 3. All appurtenances to FASTS (e.g. tank pump outs, etc.) must conform Electrical conduit from to all applicable country, state, province, and local plumbing and blower control system to electrical codes. Blower control system by Bio-Microbics, Inc. blower/blower housing. Inspection/ Pump See notes 1,3, &8 out Ports See note 4. Tank volume must be increased by 20%if the minimum of 10 inches 23 7/8" 3, 7 &8 All plumbing and [25.5cm] is used between the unit and the base of tank. Consult [60.8] venting must use factory for approval. water tight gaskets 5. The primary compartment may be a separate tank. see note 7 & 10 6. Either the influent pipe tee shall be fitted with a pipe cap or the baffle 20„ 3"[8j CpMIN 4" [10]0 separating the two zones shall be extended all the way to the top of [50.7J vent FAST@ treated the tank. If choosing to use the pipe cap. Then the baffle shall be at See note 2 effluent least 3" [8cm]higher than the water level as shown on the drawing. _ see note 9 7. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access. I . - 8. Tank, piping, conduit, blower housing pad and vents are provided by nfluent others. aste 2" 5 MIN Blower 9. All piping and ancillary equipment installed after FAST must not ee note 6 Piping impede or restrict free flow of effluent. 10. The air supply line into the FASTS unit must be secured to prevent 2 7/8'MIN « 16 3/8"MIN vibration induced damage. The air supply line should be secured with �� 41.6 MIN] a non-corrosive clamp every 2' min [60 cm]. See alternate air supply [7.3 MIN] Treatment y r ��� ,,. ,a „ .'; [ option on sheet 4 of 4 MlcroFAS7S 0.50 Details. q.;.. Zone r f Ate` 11. Min. height may be reduced, consult factory and reference "Short- ' FAST-Module-Procedure.pdf". 15 1/8"MINlo ° 'f ,,, x °' p; *z tv 12. Refer to sheet 4 of 4 MicroFAS1S 0.50 Details drawing for leg extensions [3$MIN] • 34 7/8"±1/8" requirements. [88.6±0.3] 41 1/4"MIN 6„ r. [104.8 MIN] 04" �`� DO NOT SCALE (1s.2} 24"MIN �..', 10.2 (61 MIN] UNLESS NOTED Settling DIMENSIONS See note 5 Zone ARE IN INCHES [CENTIMETERS] L 11 n c 0 e P 0 R A T E o 6 1/8" TOLERANCES 10" See note 4 [15'4] ±0.02 IN/IN MicroFAST 0.50 FAST Unit [25.4] Pipe Length See [±0.05 CM/CM] MicroFAST 0.50 Details WEIGHT Ib SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A MicroFASTS 0.50 with feet SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS @ 2011 DRAWN CTC 12/18/2006 2 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 3/23/2011 REVISED 3/23/2011 REV. INI-04-B Specifications for MicroFAST 0.50 Wastewater Treatment System 1. GENERAL The contractor shall furnish and install (1) MicroFAST80.50 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. I The principal items of equipment shall include FAST®system insert, leg extensions, or lid, blower assembly, blower controls and alarms. All other items will be provided by others. The MicroFAST 0.50 unit shall be situated within a 450 Gallon [1700L] minimum compartment or tank as shown on the plans, or in a 800 gallon [3000L]one compartment tank. Suggested maximum settling zone is (1) X the daily flow. Tank(s) must provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall provide coordination between the FAST system and tank supplier with regard to fabrication of the tank, installation of the FAST unit and delivery to the job site. 2. OPERATING CONDITIONS The MicroFAST 0.50 treatment system shall be capable of treating the wastewater produced by typical family activities (bath, laundry, kitchen, etc.) ranging from (1) one to (8) eight people and not to exceed 500 US Gallons per day (1800 LPD). r4 3. MEDIA The FAST media shall be manufactured of rigid PVC, polyethylene, or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. 4. BLOWER i The MicroFAST 0.50 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM [31-46 m3/hr]. The blower assembly shall include an inlet filter with metal filter element. 5. REMOTE MOUNTED BLOWER i The blower shall be mounted up to 100 feet f30.5 meters] away and use a maximum of 4 elbows from the MicroFAST unit on a contractor supplied concrete base. The blower must not set in standing water and its elevation must be higher than the normal flood level. A two-piece, rectangular housing shall be provided. The discharge air line from the blower to the MicroFAST System shall, be provided and installed by the contractor. 6. ELECTRICAL The electrical source should be within 150 feet [45.7 meters] of the blower consult local codes for longer wiring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.). Wiring distances must prevent significant voltage loss. Input power on 60Hz electrical system is 1 10/220 VAC, single phase, 2.8/1.4 Amps. Input power on 50Hz electrical systems 127/230 VAC, single phase 0.352 kw/hr. All conduit and wiring shall be supplied by contractor. 7. CONTROLS The control panel provides power to the blower with an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFRO (Sequencing Fixed Reactor) timed control feature. A manual silence button is included. 8. INSTALLATION AND OPERATING INSTRUCTIONS All work, installation and connections of the MicroFAST 0.50 shall be done in accordance with the written instructions provided by the manufacturer and in accordance with all applicable local codes and regulations. Operations manuals shall be furnished, which will include a description of installation, operation, and system maintenance procedures. 9. FLOW AND DOSING ' FAST systems have been successfully designed, tested and certified receiving gravity, demand-based influent flow. When influent flow is controlled by pump or other means to help with highly variable flow conditions, then multiple dosing events should be used to help ensure even flow. IO.WARRANTY Bio-Microbics, Inc. warrants all new residential FASTO models (MicroFAST®0.50, 0.75, 0.90, and 1.5) against defects in materials and workmanship for a period of two years after installation or three years from date of shipment which ever occurs first, subject to the following terms and conditions, (all other FAST®system models are warranted for a period of one year after installation or eighteen months from date of shipment, whichever occurs first, subject to the following terms and conditions): During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics, Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance Items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse, aerator improperly installed or dama ed due to altered or improper unauthorized persons, components which have been damaged by flooding or any components that have been disassembledby p. . g , wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. reserves the right to revise, change or modify the construction and/or design of the FAST system, or any component part or parts thereof, without incurring any obligation to DO NOT SCALE make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental damages of any nature resulting from such things as, but not.limited to, defect in design, material, orworkmanship, or delays in UNLESS NOTED delivery, replacements or repairs. DIMENSIONS THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED ARE IN INCHES WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. [CENTIMETERS] 1 R OR PO RATE D TOLERANCES NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ±0.02 IN/IN MicroFAST 0.50 FAST Unit ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. [±0.05 CM/CM] WEIGHT Ib SIZE DRAWING NUMBER THE INFORMATInN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY Or BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR As A NAME DATE A MicroFAST®0.50 Specifications SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS ©2011 DRAWN CTC 12/18/2006 1 3 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 3/23/2011 REVISED 3/23/2011 REV. INI-04-B v ^ 2" Air Supply Line Minimum leg extension assembly Non-corrosive clamp see note 4 t FAST® Vent every 2 feet{0.6m) Option NDS Grate MIN 7.1 in ?'k 2 screws SQ [45.8 cm SQ] of per side open surface area includedi FASTS Air Lift Riser F , 6 1/8"MIN Fasten with non- 0 12"MIN i [15.4 MIN] corrosive screws [30.5 MINI Riser Gasket Non-corrosive clamp every 2 feet [0.6m] 2" Air Supply Line 2" PVC FASTS Air Lift Coupler Notes 1 . Secure leg extension to the FAST@ unit by placing two screws on each side of the leg extension (4 screws per foot are included). 2. Cut 4"schd. 40 PVC pipe (not included) to obtain the desired height. Minimum pipe length of 6 1/8"•[15.56cm]; Alternate Air Supply Option Original leg extension height requires a pipe length of 11 1/8" [28.26cm]. For heights greater then 18" [45.7cm] use schd. 80 PVC pipe (not Included). Consult factory for extending leg beyond 36"'[9cm]. 3. Anchor the leg extensions to the tank with non-corrosive hardware (not Included) at the provided mounting DO NOT SCALE points . UNLESS NOTED 4. Increase minimum tank volume by 20% if the minimum leg extension is used. DIMENSIONS 5. The air supply line into the FAST@ unit must be secured so as to prevent damage from pipe vibration. See all ARE IN INCHES notes on MicroFASTO 0.50 with lid drawing. [CENTIMETERS] 111111CORPORATED 6. The air supply line into the FAST@ unit must be secured to prevent vibration induced-damage. The air supply TOLERANCES line should be secured with a non-corrosive clamp every 2ft [0.6m] minimum. ±0.02 IN/IN MicroFAST 0.50 FAST Unit 7. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. [±0.05 CM/CM] WEIGHT Ib SIZE DRAWING NUMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A MicroFASTO 0.50 Details SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC.IS PROHIBITED.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS © 2011 DRAWN CTC 12/18/2006 4 OF 4_ INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 3/23/2011 REVISED 3/23/2011 REV. INI-04-B K BEDROOM CLOSET BATH 'V M o Ch Q" U C'V o � a � In o 0*) CM t CD Ln ` GD L m H N FOYER LIVING BATH CLOSET LAUNDRY EKSTNIG GARAGE DINING 1 KITCHEN 2'-(r 37`4' 1 I 1 I Cd 1 I I I I I I I 1 1 I I y COMMO I 1 I i l lJ ENTRY I I I I I I I O LIVING _ PORCH C 6 n-e•.Ir-r DINING co s W . C O m KITTEN LL- 4'-T 5'-41/2' _ N PROPOSED o O % N AT - PROPOSED lst FLOOR PLAN o ----------- O I O I BEDROOM CLOSET O I o e Q 1 1 1 p , GARAGE s ¢ Gross Addition including Garage 1400 s.f, BATH i Net. Living Area excluding Garage 1069 s.f. 55-8 V2' ' ©Zbrel end MoCarlhy LLP _ i Cl) oN 'Co 00 - � y LQ L' m BEDROOM ® p� U o0 BATH Co L o N y t' x EXOT NG � JE BEDROOM C � C tr Co O GLL_ Oz PROPOSED NEW DORMER G > LJ L_ U o CL O 4-0' IB_p. 4'-G' CL V- A4 ©Z[brat and McCarthy LLP f g — — J — — T U f 5 n _------------ 7-- _________________ _________________ I I � I � I I \ I \ f I I � � I ( I I I \ 1 . I . 15,_0 -------------- I ---------------------- --------------- I I � I �o SITE SKETCH Scale 1"=40' PROPOSED ADDITION FOR: ZIBRAT & MCCARTHY Doroth y Stahlev d a 63CrowellRoad9 nA 5 44 Perchival Ave. Barnstable Ma. Chatham, Mass,02633 4 508-945-942 I i 4 N- _ I , T E PLAN Flly 3 5trvU 4 — TOP OF FOUNDATION EL . /06, sa 6 n r 7 ------------- 10 ! /03, 2- D M I .. _ I _ r r a . ; . ♦ � 9Z ti, o b o I N E"t � 2 --T�, I N F l �D 222 U o e 2 COVER 1= 8 3 8 WASHED STONE b ( � •#, I N E l/a3.4a tr I N E t /03.2d 12 ��Ev=92.4 ,. 0JB W! 6" SUMP A F 13 • 4' LIQUID LEVEL r14 . 3,rq 11��2 WASHED SCONE 6" f FF. DEPTH I PERC TEST RESULTS � s� r ,l WITH PRECAST tEACNING PITS �N PRECAST SEPTIC TANK T PERC RATE T� . . - �,) ' �� �' '` Frr� WHITNESSEO BY : T MK �ti CAST IN PLACE INLET AND El: H- 4o NO., SIZE , --ac 6- BOARD OF HEALTH OUTLET T "S PER TETLE V I 3---4 �' OIA . 3 _ GATE : F�- o s8� L SIZE : /50a f�i9LGoN � _ 9' fi Sz�c'urti T 5? P1T ?vH V 1O ✓A u<,oE x /f,o,, zpNcs x 6`v f/E�C,y7- 2 UTA ,b;E TEsT is<��c,t D4,0wE wV/ ���tTir� 3;3 L30TTGw1 ficw �C v 9Z: 4 Y 10 G ISYSTEMPROFILELE OE PPCJPOSEDSEWA E G o. o I t T2, j OF � � �a� REGULATIONS AND _ .- SYSTE M DESIGNED BY THE TOW } 1. ~ — r 'i t r - �, _ . SCALE 1,'1 -- 1 0 10 13 STATE TITLE V FOR SUBSURFACE DISPOSAL OF SEWAGE ' ' , ,r , r' x X -uj _ — s f _ i - r ,' _ ,.ate '171f3,. L .P Gk D E 40 P.V.C . SEWER PIPE T Q .s „U ;I 4 1 ALL PIPES SHALL BE SCHE UL r (N D"YJ_ T E"PT FOR - ,- -; Z. ALL PIPES, SHAH BE SLOPED 1l4 PER F00 E`XG r ,N, c , - 10 y _t :. 1. 1 � J THE FIRST 2 FEET OUT OF THE D B WHICH SHALL BE LEVEL /0414 ` 3. pEsIGN FLOW GALJOAY BEDROOMS AT li0 GAIDAY PER BR. u`` v , 33a 7-Z06 = 966) A SEPTIC TANK. SIZE. X G 1 . Saa -fH GARBAGE DISPOSAL , 4 USE GAL. WJ G RB LEACHING SYSTEM . USE o E LE.gc A111VC- PIT WITH .3 o c STawE. ,y ec ur✓D c7� - EFFECTIVE AREA : SIDE � h x Qo 2,S- 3,14 34;)2, S'= 565 cnr> , 7T--2 X /.O 3, 1-4 K 3G 113 CPD BOTTOM - f l G7d <iPDTOTAL FLOW f/ ` 3 j rJ /sow —_ 995 crfa T/ $A Xc' TOTAL RE 0 FLOW X WJ GARBAGE DISPOSAL RESERVE FLOW - g9s i�3 GAL 0AY �NS ��E, �n� 6 �3 0 �� t ` D -TAP �°T- C; � -- ELEV REFERENCE PLANS : s � a6tecs L S51 6 YrC1w,T PAC'CE�C a'CALE ; i " = 36 hL: /✓ Bo vK 413 E 99 seeMUST SU DA APPROVED BY � ,• r BOARD OF HEALTH DATE . SITE AND SEWAGE PLAIN PROPERTY OWNER : ANTyu�Az w g S14 P.S "WA Y ��. 4 FOR : 44-roo"'( �'siut��tNZA :fig � , �4 � ., � BEDROOM SINGLE FAMILY DWELLING , LOB' : 27! 1�8� ,.. OAT E . 1; Y DOYLE ASSOCIATES FALMOUTM_, MASS .