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2110 MAIN ST./RTE 6A(BARN.) - Health
k 2110 Main/Rte 6A.- Barnstable A = 237 — 067 i tg �. f"� TOWN OF BARNSTABLE LOCATION r ' 10 ZQfrOnW(eSEWAGE# 7 C IJ- - �O `,VILLAGE L 6�06tZ ASSESSOR'S MAP&PARCEL ,73 r INSTALLER'S NAME&PHONE NO. C 0 h e CD� SC 0 ►L SEPTIC TANK CAPACITY IS CJU LEACHING FACILITY:(type) SW C hd(A (size) /�d u a l P C�omtael NO.OF BEDROOMS / °��l OWNER a V1l C�vc. Tir E/� C" PERMIT DATE: COMPLIANCE DATE: Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility d�7 'Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching fa ' ' 'Ai/ Feet FURNISHED BY Cr) --- L IN 1 i _ r-Z w 9-) cl`' 9-) Ji J le -o0 1 1 1 i � { ti y r NO. — v , t, �. , �. , ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppliCation for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(__�Abandon( ) [:]Complete System ndividual Components Location Address or Lot No. of 1 ��� -7i O Owner's Name,Address,and Tel.No.WIN Cc C,*1a' Assessor's Map/Parcel 4�N Q� O���V e Installer's Name,Addre ,an el. �p(� Designer's Name,Address,and Tel.No. � C a G\kD gVI(N,2t. UJo c `e qa Type of Building: Dwelling No.of Bedrooms Lot Size Q y'l) sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers Cafeteria PYR_� Other Fixtures Design Flow(min.required) gpd Design flow provided J 35- gpd Plan Date Number of sheets 1 Revision Date 10 2)/15 Title Size of Septic Tank / ,g9 Type of S.A.S. ,2 -e rt o Description of Soil Nature of Repairs or Alterations(Answer when applicable) z�/ ® a Date last inspected: � (� Agreement: � `(/ X / The undersigned agrees to ensure the construction and maintenance of th fore 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 Heal OS• a Date /01-11*1'e" Application Approved by Date /d/o '" Application Disapproved Date for the following reasons Permit No. ;.17/5--- q® Date Issued 7 10 Zo) •i No. t '. `° Fee (_ THE COMMON EALTH OF-MASSACHUSETTSEntered in computer.Val,_ .: Yes 4. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,",MASSACHUSETTS 01pplication for �M sposal 6pstem Construction permit i Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon O. ❑Complete System t, ndividual Components Location Address or Lot No. a\ �� ' -O�?%9 ame'Address and Tel.No. ' - � - .� .�„ ._> / Assessor's Map/Parcel �� N i 6��1(�, .-, ��. e , Installer's Name,Addre�s,an Tel. o , '�. Design_'s Name,Address,arid Tel.No. C 0Jnr' 9o[H'+ So 51- &5 t64 Type of Building: ,4V- P V Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder,( ) 'C Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures l Design Flow(min.required) �D2)0 gpd Design flow provided 335 gpd Plan Date ` �p� Number of sheets Revision Date 10 9�1 Title /a/per-Por j�/fic G7rr' �y S Size of Septic Tank /rp O Type of S.A.S. Description of Soil _toor� /orb Nature,ofRepairs or Alterations(Answer when applicable) Date last inspected: r f I Agreement: r , / The undersigned agrees to ensure,the construction and maintenance of th fore 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 Heal t �S, a Date Application Approved-by ¢ Application Disapproved + Date ti. f for the following reasons Permit No. Date Issued 1 7i 1 O ------------------------------------------------- . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(!/S t' Abandoned( )by at has been constructed in accordance (with the provisions . ' le 5 and the foDisposal System Construction Permit No. `L/40 dated j Z 1 U Zv ly Installer �,G� Designer #bedrooms Approved design flow „37C� gpd The iss�ix) ce 3f this permiUshall not b con trued as a guarantee that the system will. ,.anon f designed. 25 Date Y t/ �2 n ' fir Inspector i( rat0)4" V ----- ---- -= = ------------=------ ----- --- --------------- ----- = - _ = ---------------------- No. 1.0 1 c (4Lj 0 Fee W - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction VPrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade(� Abandon( ) System located at a\\o VCR and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date �?f 0(�/ Approved by Town of Barnstable .� ' .� ][regulatory Services - Richard V. Scali,Interim Director BARNMMA Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel 6 Designer: Swwsrp &INE�,GYo Installer: Address: &3 SE'�' -*D Address:- JE)Atis . 60%4e On was issued a permit to install a (date) Poum (installer) septic.system at o9/10 64 based on a design drawn by c (address) JWFEj—SI-k VA-151A) IV6 dated €(r/ 3Ei2 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. RC#5E 5EE 47771CHED AE-1/7& I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe pliance with the terms of the IAA approval letters (if applicable) .I . TERENCE A-01 .. o`' M. ( nstaller' i ) " MAYES �' No. 979 �Al�iSTE��O SANITA9� (Designer's!Si re) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc { SWEETSER ENGINEERING 203 SETUCKET ROAD-P.O. BOX 713—SOUTH DENNIS—MASSACHUSETTS 02660 TEL(508)385-6900 E-MAIL sweetsereng@aol.com FAX(508)385-6991 LAND SURVEYING—ENGINEERING—TITLE 5 SEPTIC SYSTEMS October 26, 2016 David Crocker 2110 Route 6A West Barnstable, MA 02668 Re: Apartment, 2110 Route 6A, West Barnstable File: 7305-00 Dear Mr. Crocker, We have received 2 telephone calls from a "Jason that works for the unknown company that is Installing your septic tank/pump chamber. The first call earlier this month was for a final inspection of the work he had done. We met with David Stanton, R.S. from the Barnstable Health Department at the site to do the inspection. We determined the system was not in compliance because: 1. There was no connection to the apartment 2_ The required.Zabel.filter was not in place. Additionally, we checked the inspection notes and realized Donna Mirandi, R.S. also from the Barnstable Health Department had checked the pump and forced main to the distribution box. Note that this office was not called and therefore no inspection was done as is required. The second call, yesterday was also from°Jason" stating that the deficiencies had been corrected and . was ready for the"final' inspection. Despite prodding, "Jason"did not give the company name nor a telephone number. Our inspection this morning found the Zabel filter in place, however the apartment does not have a waste line going into the septic tank and therefore is still non-compliant. In order to issue the required inspection letter and town form.to-the,installer the following-need to be done: 1. Connect the pipe into the apartment 2. Have it inspected by the Town and us 3. Have the d.box opened and the installer there to activate the-pump and alarm with us there 4. Make payment for our services Our inspections are usually done in one trip. Your installer has managed to spread this out to at least 3 inspections by us and 4 inspections by the Town of Barnstable. Our policy is and remains that no certification shall be released until all outstanding balances are paid in full. Very truly your', Robin W. Wilcox, PLS Massachusetts Certified System Inspector Enclosure: Invoice s TOWN OF BARNSTABLE 't y 1-OCATION ��Q alt- 9m a� SEWAGE#a© 8 1-3 VILLAGE WWI- ASSESSOR'S MAP&PARCELAl INSTALLERS NAME&PHONE NO. ro •.1�0, e _,,., L. SEPTIC TANK CAPACITY '-LEACHING FACILITY:(type) ` 6 b C 4 a tv+f?*6—, (size) �� 0 �( NO.'OF BEDROOMS F OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the.: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist 4 'on site or within 200 feet of leaching facility) Feet- ' .' Edge of Wetland and Leaching Facility(If any wetlands exist ' . within 300 feet of leaching facility) Feet "--7 FURNISHED BY (� r3 ► to G� OF F � r r { v� F 1 F 1 e e r I o.o ._ No. � Fee 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippliLatlon for ]Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. f--o Owner's Name,Address,and Tel.No. Assessor's Map/ParceljF ' �� jQ"v} J"✓i�C�`'� Installer's Name,Addres , el. o. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size .59 'Aq.ft. Garbage Grinder(o�P Other Type of Building /��� i No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 9-Z gpd Plan Date 11 D 5?_/ —7 Number of sheets Revision Date Title /�e-4V c�-e1® mac. �a ago-.-W ✓3 01t/¢O AJ ?F4e *w Size of Septic Tank '��� Type of S.A.S. Description of Soil .5c.g v{Z� ✓ Nature of Repairs or Alterations(Answer when applicable) ,�'(���i/ /r.5 Gv /I/�ii✓ /- �, / o 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 e lth. Signed %_L1 / � Date j�— —0 Application Approved by Date Application Disapproved by 0 Date for the following reasons Permit.No. 9-o192' to Date Issued .. No. V � :_r -lam+?' �; � Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION- TOWN-OF BARNSTABLE, MASSACHUSETTS .,2 l01itatio4 for Disposal *pstrm CpnBtrUttion#30Prmit Application for Permit to Construct( ) ,Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �� / Owner's Name,Address,and Tel.No. Ass�o Map/Parcel A/r t"` ta�fAldo Col°'a.." 4 Installer's Name,Address` ndTel. o. Designer's Name,Address,and Tel.No. Type of Building: ff Dwelling No.of Bedrooms Lot Size ��, 9�G �sq.ft. Garbage Grinder " Other Type of Building /'C.�G No.of Persons Showers( ) Cafeteria( ) ( Other Fixtures • 6• Design Flow(min,required) 3 gpd Design flow provided C�, gpd Plan Date /y — 9r'--�'/ 3 `Number of sheets Revision Date -- Title ,�{IP ail .•f i/J�i c ✓fin o,w4w 4 , 11Le... !:,I Size of Septic Tank p -`� a� Type of S.A.S. 6 N Description of Soil Z_� a.v � ;. Nature of Repairs or Alterations(Answer when applicable) . r�c jI - ' L '1 L � r Date last inspected: a a ; Agreement: y 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. / t Signed C Date Application Approved by 70 Date `- Application Disapproved by Date for the following reasons + ` Permit-No. a 0)3 y L`C 5 r r Date Issued L ----------,------------------------------ -77 _-::: _:- - -. --.. -------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - E f (Urtifirate of Comphante ` j THIS IS TO CERTIFY,that the On-si a Sewage Disposal system Constructed( ) Repaired) Upgraded( ) Abandoned( )by 1� r at di7 CAA Yt'►U.S (I v has been constructed in accordance/ with the provisions of Title 5 and the for Disposal System Construction Permit No. a0j 3 LI C 15 dated P ��. Installer �� Designer be rooms .A n.�► .- Approved design flow J gpd ' The issuance of this permit shall not bd c nst ed as a guarantee that the system will ctt de/Stan d� Date Inspector J/j 2/7 ( ", /fl �. G - V / Vv ' No. ��^� L( � Fee _ THE COMMONWEALTH OF MASSACHUSETTS /l PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS 1' Disposal *pStrm ConBtCUttio VPrmit � Permission is hereby granted to Construct( ) Repair( ) Upgrade(' Abandon( ) System located ati/ � � �4 a; / �/�n_,t/.o q: t and as described in the above Application'tor Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: onstruction must be completed within three years-of the date of this permLt Date �I R��j—/� Approved by Zito jA/A-W ST tA)-t STAf, IC �co 0) X 40 J . M i � E p TOWN OF BARNSTABLE LOCATION 6 SEWAGE 4�W 13 LW VILLAGE ASSESSOR'S MAP&PARCEL 7 INSTALLERS NAME&PHONE NO.. � °- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 566 C44l+n (size). rya NO.OF BEDROOMS OWNER � 4I�`U� C� -�':6- PERMITDATE: t 3 '��'� COMPLIANCE DATE: t IA& , Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet �.E Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY. - 'Y1J � C sq - � l Town of Barnstable P# ,� Department of Regulatory Services a�iNe'rws Public Health DivisionDate September 23, 2013 ruse. 499.IN� 200 Main Street,.Hyamis MA 02601 Date Scheduled c. Time Fee Pd. SoU Su tabiflio Assessment for Sewage isposal Performed By: Witnessed By:'. t/(, ,= _�, 'E��T.ON Location Address Owner's Name Dalrid Crocker 2110 Route 6A 2110 Route 6A Address . Barnstable :West Barnstalble 0266 Assessor'sMap/Parcel: Engineer'sxame Punkhorn' Servides 237/64 v Terence M. Hayes NEW CONSTRUCTION REPAIR XX Telephone# 508-564-8379 Land Use PMjp0 44 Slopes(%) 0-\ Surface Stones Distances from: Open Water Body _ft Possible Wet Area_ —ft Drinking Water Well �It Drainage Way _ft Property Line 6K —ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) f r N.86°40'46"W 354.46 w 1 O 54.86 to p O t / 1� 06 . ti 1 t t I z 2.432 ACRES n:t SHAPE FACTOR= 15.65 w o t ! o 1 6 N13 I 1 1 T=40.00 1 R=38.92 A 62 t I MH8 ' MHl3 MHO 80.0z! f34.99 ^N 86°49'30"W °16'05"W t42.74 S 87°04'50W 130.31 STATE HIGHWAY ` sa�OU-fE 1910 L0. VAR. WIDTH 6A -- __ j Parent material(geologic) Depth to Bedrock tXJ Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ie/�l PTE2 DETEiIIi�fiA `ID71` 'OZ SAS"(}NAY;HI1GH WATER TABU::. 3 'Method Used Depth Observed standing in obs.hole: �'' `• in. Depth to soil mottles: in. Depth to weeping from side of obs:hole: u, -• _ in. Groundwater Adjustment ft. Index Well# Reading Date: in Well level % Adj.factor Adj.Groundwater Level N Observation Hole# _L_ Time at 9" Depth of Perc Time at 6" ��G Start Pre-soak Time @ �+d� Time(9"-6'1 C90 4/ End Pre-soak Rate Min./Inch COr7�? 1 /it Site Suitability Assessment: Sit.Passed , .y f �',;Site Failed: Additional Testing Needed(YIN) 'Original: Public Health Division .'4•*! ` -, .,Observation,Observation Hole Data To Be Completed on Back------- _ _ ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation DYvision at least one(1)week prior to beginning. Q:\SEPTTC\PERCFORM•DOC - "OBS A'r'I0�1 HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other (Mumsell) Mottling (Structure,Stones,Boulders. Surface(in.) SDA) C -step ° Gravel 0_/,5 A SAN '44M 1bl e33 �6 ^may NAY A INA OU r gad ' r. other Depth from Soil Horizon Soil Texture Soil Color Soil (Structure,Stones,Boulders. Surface(in.) (USDA) (Mull) Mottling Ab C i en ° o « s ------ AlOY4 a3� 56_ f a a. DEEP.O$SER Hnle# Depth from Soil Horizon Soil Texture Soil Color Soil other - Surface(in.) (1JSDA) (Munsell) Mottling (Structure,Stoles,Boulders. I � ■■ ^1y', r Soil Color Soil Other " Depth from Soil Horizon Soil Texture Mottling (Structure,Stones,Boulders. Surface(in.) (USDA) (Munsell) g n� �: �. °i i y 1 f { Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes _Ix ` h Within 500 year boundary No K Yes J. Within 100 year flood boundary No yes De> Naturilly Occurring Pervious Material of Does at least-four feet of naturally occumng Pervipus material exist in all areas observed throughout the `i area proposed for the soil absorption system? 5 _ If not,what is the depth ofnaturally occurring pervious material? Certification_ _ 1 certify that on , // Z�(date)I have passed the soil evaluator examinationroved by the approved Department of Environmental ctt and.that the above analysis was performed by me consistent with the req ' ,experti e. d xp nee described in 310 CMR 15.017. ' P/y1Ql� Date� ' ' / Signature Q..\SEPnC\PERCFORM.DOC x; Town of Barnstable Regulatory Services °.�. Thomas F. Geiler,Director Public Health Dmsion • Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: - 13 Sewage Permit#,2013 ' qq-5 Assessor's Map/Parcel & 11�13-13 Installer& Designer Certification Form Designer: 14R&OeA) sznimct�5 Installer: F«.as /3/4t- Cclki$r. Address: s ®. )[ Address: A$ �l�'`��rt-t'Si? /to f, SO(A7114,JkUP151,r��Oates YFHU.A®4 rt4fle ��,� .0"-75 On 1 1 -13s 13 44-,j Ayuj, Colu 57�, was issued a permit to install a (date) (installer) septic system at 9%1 d 0 POE 6A- W, 131qi2 1- based on a design drawn by (address) �:- -.-_' (designer) t I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certifyAat the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the sep'tic,system) but in accordance with State &Local Re lations. Plan revision or certified as-built by designer to'follow. Stripout(if req ' ected and the soils were found satisfactory. ZERENCE' n (Installer's!S.. ,. �.j No. (Designer's Si ature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARK RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. r q:\office formsWesignencertification fonn.doe g . . i Town of Barnstable Health inspector Regulatory Services Office Hours Richard V.Scali,Director 8:30—9:30 ACCESSORYP 44"#M1Y*q ,NT PROGRAM 3:30—4:30 APPLICANVSPV'M V)`T-�TIONNAIRE 1� 200 Main Street,Hyannis,MA 02601' CJic . Fax: 508-790-6304 1. General Information: Property Address: 1Oki n P�'� `AC l)1t G���`?� Assessor's Map/Parcel Number: Size of Property: , ; t• Applicant(s)Name- D(W t o C tS Applicant Address: Cl Home Ph oil e 2)60 (nT Email —` 2a. How many bedrooms exist at your property now? 2- 2b. Are you planning to add any bedrooms? Now Yes If yes,how many? 2c. I-low many bedrooms total are proposed at this property(including the amnesty unit)? _ 2d.Please Include a copy of the floor plans for the entire property. Neatly use a straight-edge. Show all existing rooms in the home and the proposed amnesty apartment. Provide width measurements of any open doorways. Label each room clearly. 3. Is the dwelling connected to public sewer? No V/ Yes If the dwelling is connected to public sewer,skip questions#4 through#9 below. 4. Location of dwelling is INSIDE or 66ik]S c a Saltwater Estuary Protection Zone? 5. Location of dwelling is INSIDE or LTITSIDE: a Zone of Contribution to public supply wells? 6. Is the dwelling connected to an ON-SITE WELL or to t'PUBLIC IVATER? 7. Is a disposal works construction permit on file? YES orV0,' c .1 8. if yes,how many bedrooms were approved according to this permit? Bedrooms 9. Were any building permits obtained for construction of additional bedrooms? YGS Or iV0 n 10. Is there an engineered septic system plan on file at the Health Division? �I'FS�' or NO 11. Has the septic system been inspected by a DEP certified inspector within the last two years'?�}tS ,, or NO Folk OFFic USE ONLY The Public Health Division has no objection to bedrooms at this property. tt Special Conditions. �;If -c_, d --I or �� It::,a 'r 001 Signed: —' .._.-._ Date:' / '`i n i C;e -iv b / l St r c s on'/ e esj i I Crocker, Sharon From: Puckett, Carol Sent: Monday, January 05, 2015 3:20 PM To: Crocker, Sharon l Subject: RE: ZBA i Yes. Its for an amnest a artm Carol Puckett-Administrative Assistant Zoning Board of Appeals-Land Acquisition & Preservation Committee 200 Main Street Hyannis, MA 02601 508-862-4785 -----Original Message----- From: Crocker,SharonSent: Monday,Monday,January 05, 2015 2:30 PM To: Puckett,Carol Subject: ZBA Question for you: v� Does ZBA have 2110 Main St/Rte 6A, Barnstable on their agenda for 1/13/2015? Thanks, Sharon GZ � 1 R Message Page 1 of 1 McKean, Thomas From: McKean, Thomas Sent: Monday, October 27, 2014 9:49 AM To: Cadrin, Arden Subject: RE: 2110 Main St Barnstable Hi Cadrin, After reviewing the files this morning, I have the following few questions: - How will a septic system be connected to the detached structure? Will a new septic system be constructed? -The existing home had three bedrooms, now there is only one? Does your Department find this questionable? - How will the two upstairs bedrooms be removed? The new floor plan claims the second floor"sitting room" lacks privacy- how was this a bedroom before? -----Original Message----- From: Cadrin, Arden Sent: Monday, October 27, 2014 9:29 AM To: McKean, Thomas Subject: 2110 Main St Barnstable Good Morning, I received the completed septic questionnaire for a proposed accessory affordable apartment at the above address. I want to confirm with you your understanding of the location of the proposed apartment - it is to be in the detached structure on the property, not in the main house. Does that agree with your understanding and match the floor plan sketch you received? - Arden Arden R. Cadrin Housing Coordinator Town of Barnstable (508) 862-4683 arden.cadringtown.barnstable.ma.us '� 10/27/2014 O o*THE ry TOWN OF BARNSTABLE w♦ y, b�Q-. NIMl6� OFFICE OF s Bd8a 9TOBL BOARD OF HEALTH i , 7 NAM p� o°ems 1639* 367 MAIN STREET CFO MPY k' HYANNIS, MASS.02601 0 Robert Catania January 6, 1995 149 Main Street Sandwich, MA 02653 RE: Hydroponic Aqua Farm MAP 2110 Main Street PARCEL Barnstable, MA 02630 LOT Dear Mr. Catania: You are granted permission to install an on-site sewage disposal system with a "denitrification unit" at 2110 Route 6A (Pilots Way) Barnstable, Massachusetts, with the following conditions: (1) The designing engineer, John Rosenau, shall supervise the construction of the designed denitrification unit, and shall certify in writing to the Board that the system was installed in compliance with the submitted plan. (2) The wastewater fish effluent shall meet an average of 25 millograms of nitrogen per liter standard. (3) At time of installation, a sampling port must be installed in the pipe leading from denitrifying filter to the leaching facility. (4) The effluent from the denitrifying filter shall be sampled for nitrate, amonia, and sodium on a monthly basis.. The results shall be reported to the Board of Health each month. (5) Solid fish waste (tank sludge) shall be disposed of off site during the winter months. The sludge can be re-used for garden use on site during other times of the year. (6) The applicant must obtain permission from the Board of Health for any additional wastewater discharge flows exceeding 600 gallons per day. (7) The total nitrogen loading for the entire site shall not exceed 13.2 kilograms nitrogen per acre per year. (8) Mr. Catania shall connect downgradient residential private water supply wells to the public water supply if nitrate levels in these wells exceed 10 parts per million. Sincerely yours, Joseph C. Snow, M.D. Susan Rask, R.S. Board of Health Members i 4 Y H.F,, 6 Y�q ..YY R is r •r TOWN OF BARRN/STABLE LOCATION i7%,i�2 SEWAGE # 2� 70— VILLAGE E ASSESSOR'S MAP & LOTpJc��GY�� INSTALLER'S NAME & PHONE NO20r1Q 04zy- SEPTIC TANK CAPACITY/OW o/ Qi'J Q �� .11" LEACHING FACILITY:(type)p,V-C`/-j (size) NO. OF BEDROOMS tIVtATEW R PUBLIC WATER BUILDER O OWNER Ji� DATE PERMIT ISSUED: T DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �`� .� �� � �� �3 �r TOWN OF BARNSTABLE LOCATION SEWAGE # ���r✓ VILLAGE bill AS MAP & LOT Z.37~6y INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ize) xx/y l NO. OF BEDROOMS a <�PRIVA':r:E::::WE:::L:::LbR PUBLIC WATER BUILDER OR OWNER PIMA'/ �✓�°�6f�/' grlQ� / B,r7`' DATE PERMIT ISSUED: ! DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes 0 o v �� a ` R �i � � �'�` � O O_ �, ` W` \ '�-...�``1 N No---- 7c7 Fim..A!........:........ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Diti-p 3al lVark3 C omitrurfivit Prrmit Application is hereby made for a Permit to Construct ((b4 or Repair ( ) an Individual Sewage Disposal System at: Z. Location . .....(47�0............................................................... . ......... -Addresse, � or A1 --- . ... . :... � -�� Oa ncr Ad ss a ` d ui ............................................................r�u ....�----•-...i�t�`... ?... -A .!v1--' Installer Address UType of Building Size Lot............................Sq. feet .�. Dwelling— No. of Bedrooms------------------------------------- ------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons----_-.__._-_----..._.-.-. Showers ( ) — Cafeteria. ( ) Q' Other fixtures ------------------------------ W Design Flow--------------------------------------------gallons per person per day. Total daily flow.._._._.....6_---J--.,....._..._.--...gallons. 9 Septic Tank—Liquid capacit ...gallons Length________________ Width------------.--- Diameter.-.-._--..-.._-. Depth................ Disposal Trench—No. .................... Width.................... Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No.-._..-_-...------- Diameter-------------------- Depth below inlet._..__..._........-. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 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........................ pd ---.....-•------------------------------•-----.....................---------------------------.-----......................................................... 0 Description of Soil........................................................................................................................................................................ x U p ^.-. ...............................----------------------------------------------........................................................................................................................... Z. Uf - 1, Nature of Repairs or Alterations—Answer when applicable.--.-.----4 ......p -:._.. ----------------------------------- •------------------------------------------------------------------------------------------•-•-----------------------------------------------------------------------------------------......----------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance as en issu b he board of health. _- �`s� Signed --... -- - ....... .........._. Dace Application Approved ...�.......... .... PP pp d B Y - � ........_._......__................._.....:......._................ ....... ....Dace �. Application Disapproved for the following reasons: ........... ....... . ................. ...................... ................. . . ................-----------------------------------------...............--------------.............._..--------._........_..---------------...... ---- �..------------- Permit No. ......... .A5 ........17,5....-------------- Issued Dare -y THE COMMONWEALTH OF MASSACHUSEFrS '73 71 ...BOARD OF HEALTH TOWN OF BARNSTABLE Tertifirate of Tantyliance THIS IS TO CERTIFY That the Individual Se,�;Age Disposal System Constructed for Repaired (—VAj'--1eWC--7 otj by -------------------...................... ----------------------------------------------------------------------------------------------------- ----------------------------------------- 01" 00 at --------------------------------------------------- ------------ 01 I-----------—--------6 -------- --- —�- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ...- ..S------ dated ---- ------------------ ------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST SYSTEM WILL FUNCTION SATISFACTORY. "D AS A GUARANTEE THAT THE DATE.... .3-------....... -------------- -------------- Inspecto f ) FEB_. v . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratil ujOr Di-tipaiial Wor1w Tvimtrurtion prinit Application is hereby made for a Permit to Construct (1X4 or Repair ( ) an Individual Sewage Disposal System at: ...........,�............../...:!�'....-----..._....... �:�....... -----.------------.--------------------------------------------.............1�!✓� ........ t Location-Address _/ .vV r2 or Lot No GI �,4 ro �J-�s i�/L wl� ry �. •w'A,j r/�I •� ......................_.....•••-•......•----•------. ....•-- .................... •--------•--------•-•---------••-•----•--••-•---•••---•--------•••-•.............................. Owner Address omas C -i-c-T uti %� a r-- Installer Address r UType of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons_-____________--...____-. Showers ( ) — Cafeteria Q' Other fixtures ------------------------------- -- W Design Flow--------------------------------------------gallons per person per day. Total daily flow------------- ��.J J.........___________gallons. WSeptic Tank—Liquid capacity 07—___.gallons Length________________ Width---------------- Diameter----.----------- Depth................ x Disposal Trench— No_ ____________________ Width--------------------- Total Length..................... Total leaching area--------------------sq. ft. Seepage Pit No--------_----------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date--- ............... ------------------- a Test Pit No. I________________minutes per inch Depth of Test Pit----------------.... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._.______..____---_____. W -------------------------------------------------------------------------------------------------------------••-•-----••-•--•--•-•--•-•--.................-- 0 Description of Soil........................................................................................................................................................................ x U ........................................................-•------------•----•----••-----•-•-----------•----•---•••-•••-•-•---•-•-•••-•-••--------•--•---••--•-•--•-••------•-•-•--••.................... 0 Nature of Repairs or Alterations—Answer when applicable.__-___-.�...... /� r....: ................................... ----------------------------------------------------•-•--------------•--•----------.....-•-------------------------------------------...._..---------------------------------------------•••---••-••---. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance "as en issue b he board of health. ' Signed -------- - - ----- !- `2 -� ---------- -- ...... Date Application.Approved B ...�.- -----'D.......... .... .....— � Application Disapproved for the following reasons- ---- --------------------------------------------------------------------_--------__._....------------------------------ ........ ........... ...... ..._..--------------------------------------------------------------------------------------------__------- ----------------...._.------------------------------ ------- ------- ---------------- ------------------ qqDace PermitNo. ......_.../;4J- --------- -.7..................... Issued --------------------------------------------------------------- Dve THE COMMONWEALTH OF MASSACHUSE17S Z 3 7 BOARD OF HEALTH TOWN OF BARNSTABLE (11ETtifirak of (11ompliance THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( 44_or Repaired (40—_ ) b l �. `7c a�.Y7'7. y ......... .. __..... ...._. - ,�sr;d�er at ---------------------------------------------�=')-//U------- -- -.--------L "c.AJ------�------ L' �------6.-�.. L' has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ...... Jt"..�.. .... dated .. ------------------__........._------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. p � -- DATE_ _'4. "... : `t AInspector`. . THE COMMONWEALTH OF MASSACHUSETTS 737 06y BOARD OF HEALTH _ TOWN OF BARNSTABLE ` No::.. ... �.!,'- FEE......................v... Tuntrurtinn rrntit uO77 w CU- Permission is hereby granted.............. ----- to Construct (154..or Repair —an Individual Sewage Disposal System at No..------••-----•••--•-•--••-•------- . ........14 4. �1......-s-/---- -..(&.. . .............. ....'�/1_//�v�.. street _ _ as shown on the application for Disposal Works Construction Permit No._ 3.17 Dated--------:3__- C, g Board of Health DATE............. / ^------------------•••-• ... FORM 36508 HOBBS 6 WARREN.INC.,PUBLISHERS AsBuilt Page 1 of 1 TOWN OP BARNSTABLE LOCATI N SEWAGE # -ate VILLAGE QYrl3�`4' � ASSESSOR'S MAP LOT 237-6y INSTALLER'S NAME & PHONE NO. } SEPTIC TANK CAPACITY LEACHING FACILITY.*(type) I— lDO0y4� (sue) 6.X/y NO.OF BEDROOMS O PRIVATE/WELL R PUBLIC WATER BUILDER OR OWNER P,?#IeI'�e DATE.PERMIT ISSUED: 3lYlP�" DATE COMPLIANCE ISSUED• VARIANCE GRANTED: Yes o 2 I ' ,s y/ z, I o' 45, . iv i http://issgl2/intranet/propdata/prebuilt.aspx?mappar=237064&seq=1 4/28/2014 Pz� See on T60r w -; �onirq —E3---PmGm J � r • �.yxy� , 11 J i vJ i f W Tr \ cL I VII Q. ( ' fi satrt-- I � 1 i I CLOCKER HOMESTEAD • / 7-� �y nu FLOOR PLAN V �4�� 1 11111 :: aily�ax ••�•�.xai--.Ow.s.��sW��i4o�.�.�xr��erM.�.���rw����e��lq�rrl.�w�+waw. � ___ "-.-_._..._.._,.�.��-._._.�_ _-._«._,..._._-__.. .---..�� .....��.._ _ _ ..w...._.. ...�...�.�.w+.r.-a-+..,�..«..�-... js.•+j .a.--,.._...._, TOP OF FOUNDAT10N 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE S L TEST 3 "MOO SOIL OF SOIL TEST 201 tt!?NE AY ELEV. - _ MOO 10 FT, MINIMUM 10 FT. Md1JIf�SUM rh;: SLAB � C �.�..� LE�?N SArvt� (ASSUMED) JT CSXETE r IN PECT7C�N POR1 tic NES;SED BY C S 4" SCHEDULE 40 PVC PIPE `, , LOAM AND SEED T=.118.2 fll'tCH 1/8" PER FT, 1t \1 `` 2" 1�AYLRy OF 08WRVA >i1 HCU I ELEV,- MIN. .� 1. � TO TO �� �� �\ ` �\WASHED STONE .� PERCOLATION RATE _�.,.._�.�..,. MIN./INCH AT ...... �._.,_ INCHES 7 \ _ S MAX. , \R FILTER FABRIC VENT { DEPTH TGRfZ TEXTtSi+!C COLOR McOTT.� r0? E? t �00 4" CAS, IRON PIPE ---�'^ (OR EQUAL) MINIMUM-15" A J -'SANDY LOAM -".r 5f_ N- ' " --- 9d.2l9 I111M. NOT '2EGtU'�RED t TEE I - - - PITCH 1 f 4" PER r T. F O ` ? ?5-30" BT�AivDY LOAM f 1flY{R6 f 3 7305-00 130- Gt �SANt�Y LOAM �,SY�I j8 j t FLOW LINE [� Ca ❑ L:7 ❑ O ❑tom ❑ C� ❑ �� _ 1 � ELEV. •• �.sQQ._ 1 �^� _._.. ._. -, - !.r&-127 I.,< FOAMY SAND 2 5Y6/3 7 J �� MIN. o �- M_ ° Ot I ELEV _9& '` L .7. ❑ C7 ❑ ❑ © C Cl G7 ❑ ❑t�1 di0 WATER EivCC}UhTEREI? AT _t27 ELEV. +� $7e j 6.a SUMP _ y� OBSERVATION ON O �* ELF g7.8! j ! ELEV. _ _ BAfiFLE ELEV. _ _ �_J ELE`✓. - _ _. °°( °, ❑ o c ❑ o c C7 ❑ ❑ m ❑ ° '2'° o i M+7�a[VA Lf1�1 VL�T�. { ` T ; DISTRIBUTION ELE'•d. #�'o° o° Q CD M 0 ❑ C7 ❑ ❑ G G °°0 0 of ELE f a _927f� G 4a A SANDY LOAM lfl` cS,<3 hf0 ° ��PE T`•+ H'?RIZ. TF;XYURE COLOR �� A�40T'd' OTHER � I IL OUTI_E _..,44.ZS_ IT - 14 tNCHE (TO BE PLACED) ON FIRM BASE) BOX 2 500 GALLON GALLEYS W1TN �4� I 4 � T!D BE WATER TESTEt� t --_.__.�___. , �►-2!!' 8 SANflV _O 10YF2fijs I 5 f TT 29 INCH ��,MM �s A! , IF MORE THAN ONE OUTLET STONE tN AN � 1 5 } _ s J GALLON WELL 5C1-�26" C2 LOAMY SAl�ii3 6/ki k 7 F T 29 1 H SS (TO BF PLACECt ON FIRM 8.*SE) 13� X �!f' X Z' TRENCH FORMATION j z ' 12Fs- a" Cl SANDY LOAM 2.5Y� _ y_ - -- + - �46 ZONE 8FEET 34 INCHES S� 11� X _ _ _ ,� ._.-. __.__ _.L I �.._.. 5� '%; �.h__ , �.. �..--...,� ' I -- 3/4" TO 1/2" CLEAN TI INDEX NO WATER ENCOUNTERED Al __.tx6,. IrLEw'. � 87,3 1 H-20) DOUBLE WASHED STONE 501E ABSORP ON � � ADJUST _ FREE OF FINES Bc SILT SYSTEM (SAS) C►Cwws� DISPOSAL w v�Ye e n�-�, r USGS PROBABLE WATER TABLE ELEV. SEWAGE DISPOSAL SYSTEM S 3 EM PRO ILL OBSERVED WATER TABLE ( / / ) ELEV, NOT TO SCALE: BO T TOM OF TEST HOLE ELEV. = f 4.46" DESIGN CALCULATIONS I GARBAGE DISPOSAL ;JN,T 1 NUMBER OF BEDROOMS � r1 TOTAL ESTIMATED FLOW ( 110 GAL/W/DAY X -,L- W.) _' _ GA:,./DAY � lREQUIREE) SE'P11C TANK CAPAC'-TY u3A.L I AFLLA;SCTUAL I'"tCATiC�N OF SEPTIC TANK -� DES`CN S'E�L;OI„ATIt�N RATE �_ __ +�ftN ,/IN', I � EFFLUEN �_OADING PA'7E CA.i./D lY,'S.I` I t LEACHING ArZFA _ �• '�v F'I (1346)+(39X2) .CACHING CAPACITY (AREA X R,ATF) 2 GAL./DAY � 4E34�.� X t�,d1l p f1 QFSER'/" Lc.ADilNGJ CAPACITY _hM_ „AL_,/DA 1 A t ALL. !�1ORKMANSHIP .ANG MATERIALS SHALL CONFORM T'C: E.P. 87.67 'ME 5 ANC THE TOWN'S RULES AND REGULATIONS TOR t ! 8789 THE SUBSURFACE DISPOSAL OF SEWAGE. ALL COVERS TO SANITARY UNITS SHALL 8K BROUGI,T �0 W17HIN 6" OF FINISHED GRADE. R 87.28 ALI_ COMPONENTS Off' iliE SANITARY SYSTEM SHALL_ K" CAPAKK t4 l I � 00THSTA.Nl):NG H� 10 LGADNG UNLESS THE`.' ARE UNDER OR *THIN j l t 0 PT. OFF DRi VES OR PARKING AREA`S. H-20 LOADING SHALL SE i 87.33 f( 88 3' szo JNDER OR OTHIN 10 FT. OF DRIVES OR PARKING ARE, 4. ANY MAS'GNAR,Y uNtTS USED TO BRING COVERS TC, t>RAGF. 514ALL t p� SE M()RTAREL� IN PLACE. 5 NO �iE�Er7MiNATtCN•d HAS f3EI�N MADE '+,;; TO t",C�PtiA,:°�TE, �nTH I _...__. _... . __.__ ✓ f, 49PROPR!A.TE A 1Tl Top Ty EEDEr, � ZON NC RECiULATIL3NS. OWNER / Ate {CHPt TO i�7AlN SaIC';H C}f'1ER7AIPvA'i9+DN Ft#C� ? ` f3FS w.j F �,t �. I T I T 7 7` t T U ITiE� . HOB APE .APPROX#MATt f„NL t. EXCA.A"`1, N CCUN A ; �, 'cc TO '0 4<;O1�AI�EI�ING Ylfi'RN: i888,,,x�l4�- <.3.., AT LEAS. 72 1 I 7. CDN�RAC.T. ,R 15 „ ' VEF+ � ti`•:Ur_S AND f.E.VAiit'NS "�A w' AS ';,TE; C NDITIf,N'5 IaRiC {;fjV.MFNC NG +It(,QX ON S"T_ N VARIA I"!C_3,r } r ! xas (S �c'I f?E 8RC)i,�fs�-3 'I'c:?vt'%C,>? (7� Tt�t*' :IF°•.I:.ht t;?�atftiir;.i:R O Elk 14�4l=1�lATE'i.>' � 1 JI 9, LOT IS SHOW ON ASSCSCSS�'1t�a MAF' _� .AS -A? EL 10. AL:. UhJSdJ;TA, LE. MAeTERIAt_ SHALL St �EI�r1wES,„ cRcI U��GFIR AND r 0?� ,A MIM'MUM OF 5' AROUND Soft, A SSORF�TION 5,\TEM AND BE. RFPLACED 1A+ITH MATERIAL AS SP'E€. 'tED IN .310 ;1u1't t�_2, :(3t• � S % I 7�; a; t- THE INSTAL__E`� IS GGIVE kHF, ,'Nr WER A MINIMUM `1F +ter i#C_1UR - { r WORt{1N:� DAYS` NOTICE FOR T'HE FINAL ,NSP[CrION (NuIvi"r3ER BELOW) 94.21 2. EXISTING CESSPOOL IS TO BE rL MPEl1 AND BACKFILLED. \ 91.42 . \ 91.0591.05 � i 2.52 93.8093.65 -� j/ 93,27 I -4 105,946.2 t S.F 95.21 ( ! 59 6+r 96.04 r -� t 97.34 •/�7.88 96.90 95.54 7.99 97.52 y 98.57. �8.89 \ •17 / 1500 GALLON 1 '� I 98.91 SEP T( TANK \� 7.30 ` 96.93 ~ j 94.09 I SOIL ! 99.14 \ / TEST , • 97.37 ,� - APPRO�D: BOARD OF HEALTH DWELLING ' I ( D. I GO.00 ,. � C1 ATE EN r jeox 131�197.45 / 94 �- 89.37 �TKOFM _ PROPOSED SEPTIC D �I N� I � r�� a 99.32 / T E C (r- .32 96.1 @ �p i'� k U A_ I �! 13.0 J 99.47 99.46 0 N L_ __ wcus soil �- �T BARNSTABIl, MASS I � 6 Rou 6" 508- P.'0.uBOX 7' UA , g .3€ 5--6900 SOU TH DENNiS, MASS. v2f60 EXISTING SPOT FLEVA.TION 0010 4.9� � '� � OATF _ sCr�LE ,• �� .X►STlr1G C;UNTQUR - --�, ___ OCT. 9, 201 �3 !___ � __..� 2�; i FINIAL SPOT ELEA:,ATION FINAL CCINTOUd2 9 ' _.__.__ __� ( SOIL fEST LOCATION � ► �G2 � ��� � � � .._.__ ....� ___, .__.-.--- UTILITY POI-E i i 1 94.22 �� �" � � ( FtEV. I rJ0£� tv�%. TO*N WATER -WSW- /"1 % 7/ (_1� WA I i CATCH BASIN f!1 ✓„ a" GAS �. .._ ^--_ - C. v a '+VI �........ RE C!_EAN OUT LINE -..•_ c,� ----- � LOCATION_ 'v1 A+� _------____..' i._. � �� SHEET 1 CESSPOOL C.P c 58 pRCxl, 17105-SAS<`JWG 0 2C,13 PU �a NYr?RN SERVICES( TOP OF FOUNDATION I20 FT. MINIMUM FROM CELLAO OR CRAWL SPACE ELEV. - IMOO I 10 FT. MINIMUM 10 FT MINIMUM FROM, SLAB SOIL TEST P#1 4173 CLEAN SAND TO DATE OF SOIL TES' OCBER 8. 2013 TOP OF SLAB SOIL TEST DONE BY (ASSUMED) ONCRETE INSPECTION PORT EOVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED ELEV. 10 FT, MINIMUM 2" PRESSORE PIPE WITNESSED BY MIN. PITCH 1/8" PER FT. 2" LAYER OF 150 PSI MINIMUM-8" TO CONCRETE OBSERVATION HOLE 1 ELEV.- 98.2 ------- SHED STONE COVERS /MANHOLE PERCOLATION RAT,E MIN./INCH AT 54 INCHES QUICK 6" MA 9&3 MAX OR FILTER FABRIC VENT, COVER, VE N O� HORIZ ',TEXTURE COLOR MOTT. OTHER 3.00 4" CAST IRON' PIPE .25 WN. NOT REQUIRED DI'SCONNECT FDEPT� (OR EQUAL) MINIMUM E UNION PUMP CHAMBER CALCULATIONS: PITCH 1/4" PER FT, /j TEE 2.48 REQUIRED FLOW PER CYCLE .25 X _27A. GAL./CYCLE 0_15" A SANDY -LOAM 10YR5/3 NO LEyLtRS 15-30" a SANDY' LOAM 10YR6/6 VOLUME PER CYCLE - 27.5 GAL/CYCLE /7,48 GA��Cu. FT. - Allt CU. FT./CYCLE FLOW LINE 10-36" Cl SANDY LOAM 2.5Y7/6 10" -A L 0 0 rILTER5 VOILUME OF WATER IN PIPE 3.14 X 0.00694 X ----- FT. CU. FT. - - TMIN� ❑ TOTAL MINIMUM VOLUME PER CYCLE --7,-* CU. FT. _i36-12i��162____ LOAMY SAND 2.5Y8/3 ELEV. ELEV. 9&45 0 0 FLOW LDN DISCHARGE -7,*- CU. FT, / 17.75 CU.FT./FT. - _94.4 FT. NO WATER ENCOUNTERED AT 127" ELEV. 57.6 LiVEL• 0 0 m 0 0 C3 1-1 177 0 0 C3 0 0 10" STORAGE CAPACITY (-lJg-- GAL./DAY /7.48 GAL./(7U.FT./1'7.75 CU.FT./FT. 043 ---- ELEV, 1_� �G SUMP , ,I '\--ELEV. -TMIN. 14" FT. ELEV, _95.17 ELEV. _PA-�PQ_ o 0 0 _QV_ REQUIRED _.2jKL PROVIDED 9 BAFFLE a 0 0 m m IZ) CD 0 m M 0 0 0 2# 0 GAS 3/8 DRILL OBSERVATION HOLE 2 ELEV.-__97J DISTRIBUTION ELEV. 0 0 El m ED m �71 C3 cl 1:312 0 C3 0 0 ELEV. J BAFFI-E HOLE -_ MOT,. � - LIQUID OUTLET 0 0 0 0 '75 _40-001 DEPTH I HORIZ TEXTURE COLOR 0 1. OTHie? ELEV. _?2--- ELEV ,_DEPTH ME. (TO BE PLACED ON FIRM BASE) BOX CHECK 0-14" A SANDY _�PAY 10YR5/3 NO GAL. u w_ _ VALVE 5 �_EET 19 INCHES IF MORE THAN ONE OUTLET STONE IN AN 14-280 8 SANDY LOAM 10YR6/6 4 FEEr 14 INCHES TO �iiE WATER TESTED 2 500 GALLON GALLEYS WITH 6 ;7EET 24 INCHES 1500 GALLON 'T(7,' BE RLACED ON FIRM BASE) MYERS SRM 4 -(TO BE PLACED ON FIRM BASE) 13' x FORMATION 28-50" Cl SANDY LOAM 2.5Y7/6 7 FEET 29 INCHES 26 X 2' TRENCH FOR 5. WELL N/A 0.4 HP (MAX.) z 18 FEET 341NCHES SEPTIC TANK 46 ZONE- OR EOUAL) n �;0-126" C2 Y SAND 2.5Y6/3 3/4- TO 1 1/2- CLEAN 20'00 GALLON TANK (H-20) DOUBLE WASHED STONE SOIL ABSORPTION INDEX 126 1" FREE OF FINES & SILT SYSTEM (SA!"34" ADJUST-_ ptu a& NO WATER ENCOUNTERED AT ELEV. 87-3 USGS PROBABLE( WATER TABLE ELEV. = {PROPOSED)SEWAGE DISPOSAL SYSTEM PROFILE TABLE ( ELEV. AT INVERT INLET 06-00 OBSERVED WATER ELEV. = ------ NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - ELEV. AT ALARM ON .50 EL�V. AT PUMP ON (EXISTING.) ELEV. AT PUMP OFF BOTTOM OF INSIDE PUMP CHAMBER _.Fbo BOTTOM OF OUTSIDE PUMP CHAMBER 8 .67 & DESIGN CALCULATIONS NUMBER OF BEDROOMS 3 GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW GAL,(O T"�/DAY X 3 OR.) -,MQ- GAL./DAY REQUIRED SE TANK CAPACITY -WO GAL. ACTUAL SIZE OF SEPTIC TANK AMEL GAL. SOIL CLASSIFICATION __J___ DESIGN PERCOLATION RATE < 7 - MIN./IN. EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA SQ. FT. (13Q=)+(39X2X2) LEACHING CAPACITY (AREA X RATE) 33U2 GAL./DAY 404.00 X 0.0 RESERVE LEACHING CAPACITY NQNE GAL/DAY NOTESI 87.67 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 87.89 TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 87,28 WITHIN 6" OF FINISHED GRADE. GARAGE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 87.33 88.35 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE X USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MA$ONARY UNITS USED TO BRING COVERS TO GRADE SHALL 87.78 BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 1500 GALLON 88.23 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, SE?-T,IC TANK f 1 0, 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ,*TH 500 GALLON IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS COTTAGE PRIOR TO COMMENCING WORK ON SITE. PUMP CHAPBER BEDROOM • 88.49 7. CONTRACTOR 15 TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 8S.32 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY, 8. PARCEL 'S tN r D' Z04C 9 LOT IS SHOWN ON ASSESSORS MAP AS PARCEL 84 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. 12. A ZABEL AISOO FILTER IS TO BE INSTALLED. (90) 13, AN ELECIRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM. (92) 90.21 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). 91.42 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT 91.05 THE MANUFACTURER. 16. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS 91.05 (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW), • 2.52 I 93.9093.65 / - - E 9, 27 79 LOT 6P 5.57 0 105,946.2 f S.F. 0 95.2 k59 (9 6y--96.04 97. 4 788 8 -'g&.31 96.90 95.54 I SHED 7.99. 97.52 r-a4l 7j 1500 GALLON 4; /sTe S P C 98,91 SEP C TANK L LAND 7.30 96.93 9 4.09 SOIL A 99.14 TEST 1 97.37 8.90 APPROVE"D: BOARD OF HEALTH EXISTING DWELLING 2 BEDROOMS 100.00 Isox DATE AGENT 97.45 9414-16 89.37 I W T BARNSTABTV 99.32 91-08 MA PROPOSED SEPTIC DESIGN A 06.15 FOR 9�1-32 20 99,46 • DAVID Clln%V^CJTm#q Er-R 99.47 . 906 TOIL 8 97.8 1 i TEST LOC. 2110 ROUTE 84 LOT 6 Lwvs S EST BARNST"LE, MASS. � r5 0.2.9 Po(j 6,1 ROUTE 6A 203 S TU KET RDA 42 4 P. 0. BOX 713 Wo S-9 loo lz LEGEND: k 385-6900 SOUTH DENNIS, MASS. 02660 > EXISTING SPOT ELEVATION 0010 .9 EXISTING CONTOUR ----00---- (94) DATE FINAL SPOT ELEVATION OCT. 9, 2013 SCALE " 20' FINAL CONTOUR-��_ SOIL TEST LOCATION -14'.0 2 U TE UTILITY ROLE __o_ S /7 94,22 REV. JOB N -.-94F_'vv_ A- TL--- TOWN WATER -W (_717WA K OCT. 3, 20 0- 7305-00L] CATCH BASIN \lp GAS LNE CLEAN OUT C.0 RE LOCATION MAP V- DEC. 15, 2015 SHEET 1 OF 1 CESSPOOL C.P. 0 C.- �S8`PROa`7305-001dwg,7305-SAS1.DWG 0 2015 PUNKHORN SERVICES , 4!, a t F2.. �- T� ;Ks' y • Lh 4cclu too , r. scw�r, r 7040c op pw 4erc 7• 1 e. 2,0 - TEST RE ' M ES 0 � �LJA rV y s/ h DATE : 9�i3/9 4 r to JL o! N es ,,,r d `. L o p E I? P,' W P T N E S S E D P Y c.r�rrT - G� rL/G ice,/ T r 1 sT n c r v 4�.�.� �ICE P c K CO A.r► r,,m r j 7"45 s T :.r - : �" f! �, l`4 . � r f 7 f . rz� Lw � - so ow /coo II / P*2 9� j� &2 7/ P 2 71 l S G t . /O00 61 H < < v A f F f �'.S T T vl.h C�t- .� S t��l +r '* E fir/ c �-e'A+► c H n r �..► r,,�f .. v.�.. rz 7"t '� i �T a 0 R IV G+ 6 t 12 T E S rt H V L I` � E t /v E. a S T H 0 L 2 t FAQ L-------__ 7 w , ;,.y T-/ r c C 40 /2��t P'07, „ - --- T - -— ---- --- ---- .. Our L <��.�.�, 1 0 ..►.i �� s v•v sort. 54 _SA^jz� ...� Serra O AS " � a a ' 2-7_ Trt A c E c.w�t E L 7 � FI �vE r� 8©vL�rr2S 1 rn I�IJ�cJ•,� 3 3 _.S A�� s 7,3 _ At r e- L!. 92 / 9 �J c) « . " ` T •-•�� �, /j0GROUND WATER !, O_ GROUP C) WATER ENCOUNTERED ENCOUNTERED tU Y.__.....____. - MANHOLL 5 AND COVER TO bE 8Uf L. T TO ELEV TOP OF WITHIN �� ' OF FINISHED GRADE FOUNDATION - s ?8 / F ( 1 1 b o f_ D G R_A_Q \ MIN. 2 %, Sl 0 P I-C 1 D I AX �� -: --- 4' D ! A PIPE FIRS 2M _T „ PI P E a _ Cj.. .� MIN PITCH C H �r - L E V E M l � . ,.L � � � N 2 Y E R O F MIN. PITCH v -- _._._ _ " '`�iL•'`' ..•. 1/ +�/�� E A 5 T 0 N E - - - Oa •' w. ip �U y � Q INVERT / N F� i N V E C;�.►.r...� INVERT ' d r Q� 1 93 2� o �. _y sT �Ipm .. + I / ' DIA. tr'` 1 IANK act 0 � �'4 z INVERT -�7 INVERT BOX _ $34 • G �Q'�p,•.• WASHEd STONE +` /GS2U�t/ PLACE ON I INVER•� ; 43 W..* ALL AROUND 4" aorT'om F I I. M BASE -----.. <a = _.--w. /7 ° _°iJ' 8 U T T O M AT ELEV. 8 Z A R G A G E ( 2 0 M I N.? 41 � c' _aor SANIT4R `.' 01SPJSAL SYSTEM ( NOT TO SCALE ) D E $ 1 l� N DATA • CONSTRUCTION OF SAK ' TARY DISPOSAL _ _ Lam. )F Z 0 >1.4" w SYSTEM SHALL CONr ,:iRYI TO THE MASS. DESIGN FLOW 00 GAL ./bAY ENVIRONMENTAL CODE TITLE 3 (REVISED 7- 1- 77 ) AND THE T %.) 4� N LEACH RATE � 4 MIN./INCH WEALTH DEPARTMENT 4i ;. , �: LAT ONS REQUIRED LEACHING CAPACITY � 0 SEPTIC TANK, DISTRIBLTION BOX ANC L c A C ►� - PROPOSED ' '� A L, O AY `"- ING UNIT TO BE OF R E I N F 0 H C E D C0NCRL ; t rr'(7)'' (,• 83) + 4) 2.0 - 477, 3O MIN CONCRETE STRENGTH 3� ^ 00P I REQUIRED SEP7 IC TANK 7c) c:) GAL. - MIN, STEEL STRENGTH 2G _DCO PS I ----- MIN DESIGN LOADING : • --------- _.___ _ PROPOSED SEPTIC TANK c- <,.. .,,7 ,3 A' .DRIVEWAYS NO TO CIE LOCATE ' C VL :r SYSTEi1� ° --- UNLESS W20 DES ! ,; ir LOADING IS USED • ALL PIPES AND F 1- TI NGS TO BE WATERTIGHT j Atli) TO 8E OF CAST IRON OR APPROVED P.V.C. HEALTH AGENT APPROVAL. TE PLAN SHOWING PROPOSED CONSTRUCTION N . � � 0 ZONING DATA `� � } LEG N i ,: LrOCA" ! CAN 11U M�iti sr_ w�� '`�°ZAA—S7 3�-� s.s ._.__. . __.. M FOR :.fza, Ei �` � ,4 r gg&eeg DA f 7 zONE - - ��a -- - TEST HOLE LOCATION . 1.,4�`^H' REFS � ElCI �. T A,� HOWN ON REV y0 / 2 4 REQUIRED AREA EXISTING SPOT ELEVATION 175 ^- - - - P ! A of 00 < 37 4- P X4 G k .5.Z- REQUIRED FRONTAGE _ EXISTING CONTOUR Pt9k. REQUIRED FRONT SETBACK PROPOSED CONTOUR "-- + � V�cPO SCAL E 3 , REQUIRFID SIDE SETBACK PROPOSED WATEk SERVICE W----- sHO�T y REQUIRED RF. AR SETBACK PROPOSED GAS SEkVICE G'-""'� No.CIVIL P R 0 P 0 S E D E L E C. 6 T iE L E - E b T 6HOR10' GRAIG R . P. E . }n PROFESSIONAL C I V I L ENGINEER � 14 TORY LANE . 9ENNIS . MASS. 02R3S FILEIAC')' � BUILDING INSPECTOR APPROVAL. DATE �� � , � w •* ! fit — �! • .. - :air .— .- -