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HomeMy WebLinkAbout0120 MAIN STREET (CENT.) - Health (2) l 20 Main Street Centerville A= 208-058 i 5 M E/e►D® No.2453LOR UPC 12534 smead com • Umb in USA No. V �•' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION ' TOWN OF BARNSTABLE, MASSACHUSETTS Yes Oppficatiou for �Dt%pogat *pgtem Cou tructiou Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 1'�o �tV �J"r � F°d V1�/iA Owner's Name,Address,and Tel.No. -DP\2 N t-, Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. .;S)ce S A `3 fc N sc -yCt -��5� ��1� y�,�✓ /,�S 2 -�� 3 Type of Building: Dwelling No.of Bedrooms Lot Size A%00L'A sq. ft. Garbage Grinder ( ) Other Type of Building 2 Cofitp5rs No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2.2c-) gpd Design flow provided gpd Plan Date %1 1 I C2S Number of sheets Revision Date Title _ Size of Septic Tank /S"C o 2C&,A P1 V FM&*V Type of S.A.S. C iJ'W( . Description of Soil Nature of Repairs or Alterations(Answer when applicable) INSlrtc�` )OUrA%0 `C�Gv����( e-- COtA�p 15Q7 oc t WN CJ �I ��t G.n► �CJGvy P 1 S 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 BqW4 of Health. igned Date hh2 C, Application Approved Date !T Application Disapproved by: Date for the following reasons Permit No. Date Issued ) c M 6� No. j 1 ¢ Fee • " Entered in computer: ' ,f THE trQefiAONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ----Zl�plicatiou for Di5po5at_ terry 6n!5tructton permit Application for a Permit to Construct( ) Repair( 5-1-upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. MO,N Sfi rr1J4-£/t7t% Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2o� 5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. JS1c�5 A �l �c N s �ycrr��sti L�f/p h�r�r�/'�vs 36,2 -0131 i Type of Building: Dwelling No.of Bedrooms Lot Size AR,p0,3 sq.ft. Garbage Grinder ( ) Other Type of Building ? <Ca4i CsSpS No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ? gpd Design flow provided gpd Plan Date 09 1)01 Number of sheets Revision Date Title r Size of Septic Tank 50rp ?CGr`It IOeCt EMF►Vk Type of S.A.S. 1(0 1 de-( Description of Soil Nature of Repairs or Alterations(Answer when applicable) (NS} `� T)Q PA%Q( �\Cn1\6tP( r1.. CC#M p I SCO 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 Boar of Health. Signed �(� Date 2/ g ApplicationApproved�by Date Application Disapproved by: Date for the following reasons n ' Permit No. "[ Date Issued `'f Q COMMONWEALTH OF MASSACHUSETTS ! / BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ✓'f--Upgraded ( ) Abandoned( )by a) v �( Z A "j[t` w-j at 1 M G .� �,f C fA)--t'Cut 1 1[' ha,ss�been constructed inaccordance I J with the provisions o Title 5 and the for Disposal System Construction Permit No. O�~'z''_"1.- / dated Installer / Designer #bedrooms l 1'�3 Approved desig yyf7i w gpd The issuance ofvthi permit shall not be construed as a guarantee that the system w?ll f p, Son as lgned. s Date Inspector No. C.I�'�' t/ Fee �`,. y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS �Digoal i�pgtcm Congtruction Permit Permission is hereby granted to Construct ( ) Repair Upgrade ( ) Abandon ( ) System located at 1 '� 0 /Aa .-N St and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special cbnditions. Provided: Construction -�t be completed within three years of the day( of this p it. Date - G d h Approvez b✓lam✓Ce 120b-05v .Bk 23619 Pa 231 =20-544 04-17-2009 a 1 0 = 1 OU To be used as a Guideline NOTICE: The Town of Barnstable recommends that the applicant seek legal advice to prepare a properly worded deed restriction document. DEED RESTRICTION WHEREAS, of (owner name) MA (address) i is the owner of 1 2-0 M2jU. �ZLf LCm.A-Cr y 1 t located (address) at , NIA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book 2-31YI , Page Or on Land Court Plan Number WHEREAS, as the owner of said lot has (owner's m nae) agreed with the Town of Barnstable Board o Health to a restriction as to the o number of bedrooms which can be included in any home built on said lot as a — pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements lor the Subsurface Disposal.of Sanitary Sewage; , • w WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compiance with 31 0,CMR 15.200, State Environmental Code, Title V, Minimum Ri-tquireMents for the Subsurface Disposal of Sanitary Sewage, and authorizing r; ahalis Vance of a building permit for the construction of a single family home on thi. -opeity, is requiring•that the agreement for the restriction on the number of '�bedrooms in any house constructed on the lot be put on record with the 8arnst6bie County Registry of Deeds by recording this document, doedr• lace the NOW, THEREFORE, es hereb(own`r'sn ) y p following restriction on his above-referenced land in wn of Bam table Board of Health�whichrestr rdance with his agreement with the To restriction shall run with the land and be binding upon all successors in title: (y may have constructed address) upon,the lot a house containing no more than±L&Lo (,?4 bedrooms. << a agrees that this shall be permanent deed �(dw�nesame) C `L 'CIA, and restriction affecting located on I ZpI oI?�ln Paged being shown on the plan recorded in Plan Bo g Or on Land Court Plan 3� For title of see the following deed: Book l�f , Page Or Land Court Certificate of Title Number . Executed as a sealed instrument `�- day of !All Owner's signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS , ss , 20D Then personalty appeared the above-named known to me to be the person who xecuted the foregoing instrument and acknowledged �,�,.o the same to be ' rJ va rn f�"—ree act and deed, before me, • �.1 RA Public x 'k px� M commission expires:Y r (date} '.. m0 • . < olll 1./1 , NIIIIIP ` V i aeear oARNSTABLE REGISTRY OF DEEDS \�� ' ITown of B- arnstable yP�OpTHE Tp,:�� Regulatory Services Thomas F. Geiler,Director + BARNSTABLE, MASS.1639• Public Health Division ♦0 ArFD"""r A Thomas McKean,Director 200.Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form h Date: Sewage Permit# a20N -OQG Assessor's Map\Parcel Z08 —0S8 Designer: Installer: Address: z 3 9c w 7;e- 6.A Address: ©. pX I y 5' VA,--,o wn4 PoP—T. ►_t A a26?S eN*r.ot Pe /1 r Dq.Gri i On YkJt7e, _ / � 13P�-,✓ was issued a permit to install a (d e) (installer) septic system at /W based on a design drawn by (address) dated /1Z11101 (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or 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. ESN OF , SNPHEN �G nstaller's Signature) AS CIVIL No.35461 '�EC15Tti4 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH. THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Revised.doc Town of Barnstable P#-- J� t � oa`►+e rod, o Department of Regulatory Services BABNBTABLE, : Public Health Division Date MARS. i639. �e� 200 Main Street,Hyannis MA 02601 AlE0 MPS / Date Scheduled _ Time (� Fee Pd. 0� _ Soil Suitability Assessment for Sewage Disposal 'ADMAIA Performed By: �, _ h o^ C Witnessed By: zo 006 i LOCATION & GENERAL INFORMATION _ Location Address Owner's Name PV16—D -1�-Il t Address iLo iMA'e„ Styx ri Itti'Vi lT e l 1-1-4- Assessor's Map/Parcel: ®(6 ® Engineer's Name -t}��e� NEW CONSTRUCTION REPAIR NX Telephone# Land Use Slopes(%) tf Surface Stones t✓ Distances front: Open Water Body 70 ft Possible Wet Area ft Drinking Water Well Drainage Wa Property Line ��ft Other ft C SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity tolholes) 3n W p° a, rn ZE O L t r cn = Z 'O .. tV � r" Parent material(geologic) f Qi ►� Depth to Bedrock Depth to Groundwater:. Standing Water in Hole: ['6 Weeping front Pit Face �'y►_e • _ � i32`' N Estimated Seasonal High Groundwater — „/0 Db i DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping front side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date \ Vim 4 Observation Hole# —� Tinto at 9" Depth ofPerc 11 i 1/9 91 Tinte at 6" r 'l9 t Start Pre-sonk Tinte u 10 VD ty i.3 r Tinte(9"-6") 'I�^^►�h End Pre-soak JID Rate Min./Inch iKitit?>7 Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Colnpleted on Back----------- ***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:FIEALTH/WP/PERCFORM i 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° Gravel) htD`t'lo. t„t t O '(IK 3 0.5c 0he g --Zia V3 o (014 0he— t do a -13Zb ave( u5a J 111-Y& ¢- _t ►nn W o" o(oril DEEP OBSERVATION HOLE LOG Hole # �- Depth from Soil Horizon Soil Texture Soil Color il Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.'%Gravel)r p 3- So O'le �p l4R l P2� 5R�1 ��t+'t a�.L oo��� 10 Z� '00 G v1lr 0r4wt5 V fa o>^e t,�� o-�3Z C w�€fit at^^ � o-r� I^tA'tit 'Inan��e. DEEP OBSERVATION HOLE LOG Hole # `3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. tt Consistency, a el —20 G SArl 4, wa I o & L°- a 1rK�t�,wv�5 t o h oewyc -tat LO0'b<- g Ion DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% r vel V3 I I® 6 Ove _ w o a� o1 e z 5 /� 2,`�Y fi© 1 Ao L D K-• Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious.Material - Does at least four feet of naturally occurring pervious, mnaterial 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? Certif._ icatio° O Zoo 1 certify that on 0 e)1 have passed the soil evaluator examination approved by the Department of E viro ental Protection and that the above analysis was performed by me consistent with the required training, xpertise and exp rience described in 310 CMR 15.017. Signariu•e J e-�-- Date �Q` Q:HEALTI IW MERCFORM • �L�pUtgy DATE: .�.� FEE BARNSTARM 1639 , REC. B Town of Barnstable Board of Health SCHED. DATE pZ I6 (� 7 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 120 "/%-7 AJ L -7 C'C.R�'Z�-✓ L C Assessor's Map and Parcel Number: Size of Lot: e-,-73? 5.F Wetlands Within 300 Ft. Yes X— Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON :%,sec--e�;�ca.�-2., 1��;!�+ D�--✓c-.., Name: Name: �SiyC f , P� .�u�(v f►.`q�. Address:_pt, L A,-Z� y1L cam`/IeZ Address: A---rA 7 j Phone: Phone: S-0 f; 3 G,2. zs'f 3-L- V�A/RIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space need ,) r.-*� h d t� u NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic Systems Checklist (to be completed by office staff-person receiving variance request application) ? Please submit copies in 4 separate completed sets. I- Four(4)copies of the completed variance request form co M Four(4)copies of engineered plan submitted(e.g.septic system plans) 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 applicanf s expense (forTitle V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee on 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 Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Set tings\Temporary .Internet Fi1es\OLK1\VARIREQ.DOC // 11 EXCERPT FROM THE FEBRUARY 10 2009 BOARD OF HEALTH MEETING: VI. Septic Variances (New): A. Stephen Haas, Eagle Surveying, representing Joyce Wheeler, Judith Deveney and Jeff Wheeler, owners - 120 Main Street, Centerville, M/P 208-058, 29,000 square foot lot -- five (5) variances requested.. Stephen Haas explained the location of the property is between Main Street and Long Pond in Centerville. The property slopes down from the street to the pond and has two buildings on it. Mr. Haas proposes a plan where the two buildings will be tied together to the same system-consisting of a pump chamber which will pump the septic up to the septic tank then into a leaching field He is suggesting a pump chamber first because of the difficulty.of the slope. It would be too difficult to set the septic tank down at the lower level. It also would require much bigger equipment to do this and the space is unlikely able to handle the size of the tank. Mr. Haas is requesting a setback variance from.all components to the wetlands as all will be less than 100 feet, a 5 foot setback variance from the leaching field to the road, and a 5 foot setback variance from the pump chamber to DPW to 20 feet in lieu of the required 25 feet. Two issues have come up: 1) Title V requires only pumping 25% into a septic tank. However, it does allow >25% if certain conditions are met: A) At least a days flow or provide alternative power to the pump chamber. Here, they provided a full day's.storage in the pump chamber above the working level, and B) They provided a two-compartment septic tank with a baffle wall in the middle to provide a little extra protection 2) The other issue is that Title V says it is only allowed for single family dwellings. Mr. Haas said the smaller building has one bedroom, one incinerator toilet, a small (3 feet) cube refrigerator and a bar sink. The larger building has one bedroom, a full bathroom and a kitchen and the larger house has been the house used for food and showers, etc, with the smaller house used only for sleeping. Mr. Haas feels this could to be viewed as a single dwelling property with two bedrooms. Mr. Haas is asking to;hook up, in the smaller building, a shower with a gray wafer collector.- Dr. Miller said the regulations require the gray water system to be Title V compliant. He also said his 'interpretation of the ruling is that the Board of Health dees have authority to issue a variance from the 25% pumping. However; he does not believe. the Board has authority to issue a variance on the single dwelling. He understands the regulation to mean that in order to qualify for the variance from 25%.pumping, the application must meet all the other criteria including being a single dwelling. Bill Deveney spoke of the history of the property_stating he is unaware of any changes at the property for many years, he believes the larger building was used at all times for the toilet facility of both buildings, and the buildings appear to-have been built at the same time over;60 years ago. He stated the proposed plan will be a QAMINUTES\EXCERPT OF MINUTES\Excerpt BOH Feb 2009 120 MainSt Cent.doc r great improvement because the septic system will be moved to the furthest point away from the pond. Currently the system is a cesspool near the pond and in _groundwater. Dr. Miller will check with Brian Dudley, MA DEP,.for clarification. The Health Division-will review the files again for any possible records including any septic inspection which should be available.as the property just sold in September, 2008. The Board will also review whether there will be an increase in flow. Upon a motion duly made by Dr. Canniff, seconded by Mr. SaWayanagi, the Board ' voted to approve a Continuance until the March 10, 2009 meeting. (Unanimously, voted in favor.) I . OAMINUTES\EXCERPT.OF MINUTES\Excerpt BOH Feb 2009 120 MainSCCent.doc , BOARD OF HEALTH MEETING MINUTES Tuesday, March 10, 2009 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA B. Stephen Haas, Eagle Surveying, representing Joyce Wheeler, Judith Deveney and Jeff Wheeler, owners — 120 Main Street, Centerville, M/P 208-058, 29,000 square foot lot - five (5) variances requested. (continued from February 2009) Stephen Haas said they have submitted the plan to MA DEP as it was determined that a separate approval from them is required. The revised plan specifies a 2-bedroom plan versus the 3-bedroom to further note that they intent is to limit the use to a 2-bedroom parcel. Upon a motion duly made by Dr. Canniff, seconded by Dr. Miller, the Board voted to approve the variances on the plan dated 1/21/09 and signed 2/20/09 with the following condition: a two-bedroom deed restriction be recorded at the Registry of Deeds and a proper copy be supplied to the Public Health Division. (Unanimously, voted in favor.) Eagle Surveying , Inc. 923 Route 6A Yarmouthport, Massachusetts 02375 Telephone 508-362-8132 / 508-432-5333 Frank Whiting, P.L.S. Stephen A. Haas, P.E. January 23, 2009 CERTIFIED MAIL RETURN RECEIPT REQUESTED Re: 120 Main Street, Centerville, MA Dear Abutter Please be advised that an application-for variances from the Regulations of the Mass Department of Environmental Protection, Title 5 and/or the Town of Barnstable Onsite Sewage Disposal Regulations has been submitted to the Barnstable Health Department for approval. The following variances are requested: TITLE 5 MAXIMUM FEASIBLE COMPLIANCE Section 15.211: (1) MINIMUM SETBACK DISTANCES: 10' is required between the SAS and the property line. 5' is provided. A 5' variance is requested. 25' is required between the pump chamber and a BVW. 20' is provided. A 5' variance is requested. TOWN OF BARNSTABLE ONSITE SEWAGE DISPOSAL REGULATIONS PART VIII, SECTION 1.00, The "100 foot"regulation: 100' is required between any portion of the sewage disposal system and a BVW. 20' is proposed between the pump chamber and the BVW. An 80' variance is requested. 55' is proposed between the septic tank and the BVW. A 45' variance is requested. 60' is proposed between the SAS and the BVW. A 40' variance is requested. A public hearing has been scheduled for Tuesday, February 10, 2009 at 3:00 pm in the Selectman's meeting room, 2nd floor, Barnstable Town Hall, 367 Main Street, Hyannis, MA 02601. Sincerely, EAGLE SURVEYING, INC. 923 Route 6A Yarmouthport, MA 02675 508-362-8132 cc: Barnstable Health Department r ABUTTER'S LIST TO 120 Main Street, Centerville Edwin P. Chester, TRS Map& Parcel 208058 Map&Parcel NAME&MAILING ADDRESS 208057 John B. &Anne H. Rowland 125 Longpond Circle Centerville, Ma 02632 208060 Priscilla Jordan et al C/o Peter A. Jordan 100 Main Street Centerville, MA 02632 208091 Doris Bartlett et al 2611 Adams Street Hollywood, FL 33020 208092 William P. &Judith Devaney 115 Main Street Centerville, MA 02632 208093 Edwin P. Chester TR William G. Chester Family Trust 107 Congress Street Portland, ME 04101 AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '208058' Direct abutters(no set distance) and the properties located across the street. Total Count: 6 M (9 Close Map&Parcel Ownerl Owner2 Addressi Address 2 Marling Country Deed CityStateZip 208057 RROWLAND,JOHN B ROW LAND,ANNE H 125 LONGPOND CENTERVILLE, USA 4772/308 CIRC MA 02632 v CHESTER, EDWIN P %WHEELER,JOYCE A 208058 DEVAN &WHEELER JEFFREY EY,JUDITH 169 DANFORTH PORTLAND, ME TRS A& W&WHEELER,J ST-APT#2 04102 21933/170 208060 JORDAN, PRISCILLA %JORDAN, PETER A 100 MAIN ST CENTERVILLE, USA 17989/127 D ETAL MA 02632 208091 BARTLETT, DORIS 2611 ADAMS ST HOLLYWOOD FL JAMIN ET AL 33020 1 USA 9977/290 208092 DEVANEY,WILLIAM 115 MAIN ST CENTERVILLE P&JUDITH MA 02632 USA 6121/090 208093 CHESTER, EDWIN P WILLIAM G CHESTER 107 CONGRESS ST PORTLAND, ME 21933/170 TR FAMILY TRUST 04101 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/20/2009. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1/20/2009 Town of Barnstable Geographic Information System January 20,2009 . ' 209038 209035 #16 #93 209093 � r 208101 #15 2091 „ #195 209037 ' irs i `fir r 229001 209042 #53 n #183 ., . :.. 228003 208096 �•: #43 #167 c 208099001 �4 #177 228006 #SD k 208146 , 2 #159 208153 228154 08097 099002 # #143j? #23 228004 ll #36 F 208095 .' 2 , #153 208154 #143 x as i 931 099003 _r 228155 208094 #15 228009 ,. #137 = 208093 . �aa 208098 #127 #32 x 2�001 228010 208061 � 7� WAIN STREET (CENT.) 2U8091, �� 228173 #35 3 #91 `f 208089002 208089001 #0 #120 0 68 Feet DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:208 Parcel:058 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer 2V-0'3 REMOVE EXISTING INCINOLEf TOILET B INSTALL NEW BATH u NEW BATH - u � NE A I AB I BARSINK 4 U.C.REF. LIVING b CLOS. BEDROOM 4 D T COTTAGE #1 14'd3 § KITCHEN o Q Oo JDEC CLOS.j I DINING LIVING BEDROOM Q I ' I CLOS.I I, I i 4 35'-04 DECK COTTAGE #2 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS ' DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE,LAKEVILLE, MA 02347 508-946-2700 DEVAL L.PATRICK IAN A.BOWLES Governor , Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner March 10,2009 Mr. Thomas McKean RE: BARNSTABLE—BRPWP67- Barnstable Public Health Division Subsurface Sewage Disposal-Pumping 200 Main Street Sewage Prior to Septic Tank Approval for Hyannis, Massachusetts 02601 120 Main Street, Centerville, Transmittal No. X227028 and Mr. William Devaney 115 Main Street Centerville, Massachusetts 02632 Dear Mr. McKean and Mr.Devaney: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.229 (3),the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application. The applicantrequested`the Department's approval to pump sewage prior to the septic tank at the above referenced location. As part of the application,the Department received a plan titled as follows: "SEPTIC SYSTEM DESIGN 120 MAIN STREET,MAP 208,PARCEL 58 BARNSTABLE(CENTERVILLE)MA PREPARED FOR WILLIAM&JUDITH DEVANEY SCALE: 1"=20' DATE: JANUARY 21,2009 EAGLE ENGINEERING, INC. 923 ROUTE 6A YARMOUTHPORT,MA 02675" The Department,therefore, approves the proposed system subject to the following condition.- This information is available in alternate format Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-68.68. DEP on the World Wide Web: http:Uwww.mass.gov/dep ��a Printed on Recycled Paper 2 1. Prior to installation of the system,the owner shall obtain a disposal system construction permit from the Barnstable.Board of Health: Please note that the conditions,outlined above;do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions.supplement any other conditions imposed by the Barnstable Board of Health. 4 V Should you have any questions regarding this matter,:please contact Christos Dimisioris at (508) 946-2736. Very truly yours, GZ�1 Brian A. Dudley Bureau of Resource Protection D/CD/ cc: Mr. Stephen A. Haas Eagle Surveying, Inc. 923 Route 6A YarmouthpoM MA 02675 DEP Watershed Penn fitting Program, Title 5 Section, Boston P:\671X227028.doc COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE s 20 RIVERSIDE DRIVE,LAKEVILLE, MA 02347 508-946-2700 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary. TIMOTHY P.MURRAY LAiJRIE BURT Lieutenant Governor Commissioner March 10,2009 Mr..Thomas McKean RE: BARNSTABLE—BRPWP67— Barnstable Public Health Division Subsurface Sewage Disposal- Pumping 200 Main Street Sewage Prior to Septic Tank Approval for Hyannis, Massachusetts 02601 120 Main Street, Centerville, Transmittal No. X227028 and Mr. William Devaney 115 Main Street Centerville,Massachusetts 02632 Dear Mr. McKean and Mr. Devaney: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.229 (3),the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced application. The applicant requested the Department's approval to pump sewage prior to the septic tank at the above referenced location. As part of the application,the Department received a plan titled as follows: "SEPTIC SYSTEM DESIGN - 120 MAIN STREET,MAP 208,PARCEL 58 BARNSTABLE (CENTERVILLE)MA PREPARED FOR WILLIAM&JUDITH DEVANEY SCALE: 1"=20' DATE: JANUARY 21,2009 EAGLE ENGINEERING,INC. 923 ROUTE 6A YARMOUTHPORT, MA 02675" The Department,therefore, approves the proposed system subject to the following condition: This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. DEP on the World Wide Web: http://www.mass.gov/dep is Printed on Recycled Paper 2 1. Prior to installation of the system, the owner shall obtain a disposal system construction permit from the Barnstable Board of Health. Please note that the conditions,outlined above,do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of Health. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508)946-2736. Very truly yours, Brian A. Dudley Bureau of Resource Protection D/CD/ cc: Mr. Stephen A. Haas Eagle Surveying, Inc.. 923 Route 6A Yarmouthport,MA 02675 DEP Watershed Permitting Program, Title 5 Section, Boston P:\67\X227028.doc �;,� ��J1_ LTOWN OF BARNSTABLEl LOCATION /ZQ AG'LA S T_ SEWAGE## 0-00 q d Cy(,, ` VILLAGE C"t eVjj ASSESSOR'S MAP&PARCEL '246-®S1b INSTALLER'S NAME&PHONE NO. 1�, rs� �a5 �Cde�5hy1,�2G SEPTIC TANK CAPACITY _I 5-CO 1-C_&V%Q&[4-M r JV LEACHING FACILITY: (type) 4;-01fet (-*i (size) NO.OF BEDROOMS ti OWNER "-e PERMIT DATE: is I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY t P.0 2c TOWN OF BARNSTABLEL V L I WAAawtiT C~rojjliP SEWAGE.'# _2poct-09Gs VILLAGE ASSESSOR'S MAP&PARCEL 'X®0.05-f�Z_ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1 S00 �— LEACHING FACILITY. (type) CL)I t e c (-I-1 (size). NO.OF BEDROOMS 2 OWNER�JPxN�Y PERMIT DATE: - i-0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY L y�F �,i. tGToN�� �(elepe 0 A' i- 1N 3-27 2LI° i -� v _ .� C�1 gee, Ce.`► 3-18 y- 24 S-31 .5-_20 * -z&ioek c 41ter ®co +cwk: oo v\ei-j( i� I . 2o r cm s e z [LEA' u p w D Z o vv W>_ 7s a '.PAC Lip I-N���, - o N- po, KtTcc4Ctl I L IU I I`[ RDC)IVI I PatscRl( r3� ,'s I I.10"� t Ro4b�t X 22 `-L — 4-3 P RD PO5 r-D .Fto o R, PLAN - - .51 L I ACCESS COVERS MUST BE WITHIN ACCESS COVER MUST BE 6' OFFINISH GRADE INSPECTION CLEAN ( 1 `N --" 7 97 TO FINISH GRADE PORT AROUND AND BAC��ERLCHAMBE S INVERT �iLEVA T25ONS DESIGN CR i TER I A { INVERT AT BUILDING: FIRST 2 ' TO DESIGN FLOW: ROUTE B �' f \ F I L T£R FABR I C / �`'\, 6 ' D/AM x 6' THICK _ BE LEVEL OVER uN/r 4-VENT OR INVERT IN PUMP CHAMBER: _24. 7 3 BEDROOMS AT 110 G. P.D. PER BASIN PAD OVER - 18' CHARCOALI FILrfR INVERT /N SEPTIC TANK 41.6 BEDROOM EOUALS 330 G. P.D. I - INVERT OUT SEPTIC TANK: 41.35 � � r�� - ~ INVERT IN DIST. BOX: 4/.25 NO GARBAGE GRINDER 0/AM P/P 4� 2 v 41 . 5 T3 4(.�- INVERT OUT DIST. 80X: 08 /�-� 2' SCH 40 PVC <oAS SAFFt LFFL DENT 4! . 5 0 _4 I.08 40. 75 SEPTIC TANK REQUIRED: 2 COMPARTMENT f "LTER INVERT IN LEACH CHAMBER: 41 . 0 25. 0 SLOPE �i000� 5Oo.,L 4l UNDERLAP FILTER FABRIC ?' - 330 G. P.D. X 200% - 660 GAL is r COMPARTMENT L OCUS��r ?S 24. 7 - BO T TOM OF LEACH CHAMBER:: 40. 75 OUTLET BE 330 G. P.D. X IOOX - 330 GAL 2nd COMP4RTMEN7 2 COMPARTMENT 3 OU LE 9 CULTEC CONTACTOR FIELD D-BOX EST HIGH GROUND WATER: 27. 0 1500 GALLON DRAIN C-4 'S /N BED FORMATION. 3 x 3 BOTTOM OF TEST HOLE s2: _ 32. 5 SEPTIC TANK PROVIDED I500 GAL 2 COMPARTMENT 13 'r x 24 ' I x 3'd 4 'DIAM. H-20 SEPTIC TANK j • �_ I �- ' SOIL ABSORPTION SYSTEM .REQUIRED: PUMP CHAMBER DESIGN PERC RATE ( 5 MIN/I NCH WATERTIGHT AND 6' CRUSHED STONE OR SOIL TEXTURAL CLASS - I FACTORY WATERPROOFED COMPACTED BASE EFFLUENT LOADING RATE - 0. 74 GPD/SF 330 GPD / 0. 74 GPD/SF - 446 S. F. REQUIRED LOCUS MAP I PROVIDED: 9 CULTEC CONTACTOR FIELD S 83°39- 10• E PROFILE NOT TO SCALE DRAIN C-4 'S IN BED FORMATION. 72 LF s 60'i PEDESTRIAN AND BEACH EASEMENT 6. 7 SF/LF-482 SF x 0. 74 GPD/SF-357 GPO RECEIVED IN ELECTRONIC FILE SOIL TES T P I T DA TA GENERAL NO TES �JL Z PLAN NOT RECORDED AT BARNSTABLE COUNTY REGISTRY OF DEEDS I NDICATESON -S_- INDICATES OBSERVED I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION TES T - GROUNDWATER OF THE SEWAGE DISPOSAL SYSTEM ONLY. 0 °�� �° ' '/ I I B 0 U YA NC Y CA L C UL A T I 0 N S : TP s/ P.12323 TP s2 TEXTURE COLOR HORIZON TEXTURE COLOR 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS s� sue. �c�ti / woRx LIMIT ' / I �" 0' --HORIZON 44. 0 0' - 43. 5 SET. SEE SITE PLAN. %TP-1 TP-2 AT so' SETBACK 4i VENr I i I a I PUMP CHAMBER: DISPLACEMENT - (27. 0-20. 71 x 18. 5 S. F. - 1 17 C.F. A SANDY IOYR A SANDY IOYR J. ALL CONSTRUCTION METHODS AND MATERIALS AND °� \�'� 9 cULTEC�ONTACTOR 1 I 117 C.F. x 62.4 s/C.F. - 7273s. H-20 TANK (6080s) PLUS 6 ' DlAM LOAM 3/3 LOAM 3/3 MAINTENANCE OF THE SEPTIC SYSTEM SHALL c 2 \\ 1�\� FIELD DRA N C 4 S 1 ' I �_n 6' THICK PAD (2100s) EQUALS 8I80s. OK B' 43. 3 B' 42. 8 CONFORM TO MASS. D.E. P. TITLE 5 AND LOCAL v/ SANDY IOYR p SANDY IOYR BOARD OF HEALTH REGULATIONS. S 6cd'= 1REQUIRED : e LOAM 6/8 D LOAM 6/8 TP-3 VA R l A LACES` I I ' \ 28' 4 17 28' 41 . 2 �. 1 1 \ \ T l TL E 5. MAXIMUM MUM FEASIBLE COMPL I ANCE MEDIUM IOYR MED I UM IOYR 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER �p 1 - (� I - C I AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 1` \ 1 1 \ SECTION 15.211 : ( 1 ) MINIMUM SETBACK DISTANCES SAND 6/4 SAND 6/4 SOIL REMOVAL f�BOX p C PAR TMENT ( \ 47' THAN 4" /N DEPTH SHALL BE CAPABLE OF WITH- SEE NOTE 10. y� 1500 GALLON 1 !0 ' IS REQUIRED BETWEEN THE SAS AND THE PROPERTY L /NE. S ' IS PROVIDED, STANDING H-20 WHEEL LOADS. UP 12 � SEPT C TANK 55' i A�2 \\ A 5 ' VARIANCE IS REQUESTED. 25' IS REQUIRED BETWEEN THE PUMP CHAMBER AND A BVW. 20 ' IS PROVIDED. A 5 ' VARIANCE IS REQUESTED, 60'- 39 0 60' - 38. 5 ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR O \ 1 \ \✓ C2 MEDIUM IOYR C2 MEDIUM IOYR APPROVED EQUAL. O \a ` \ \ GRAVEL Y 6/4 GRAVEL Y 6/4 TOWN OF BARNSTABLE ONS/TE SEWAGE DISPOSAL REGULATIONS \\ \\ \SEPTIC TANK, PUMP CHAMBER AND D-BOX SHALL BE PART V I I I . SECTION I.00. THE l00 FOOT REGULATION SAND SAND v. pia \ \ REINFORCED PRECAST CONCRETE. WATERTIGHT AND \ \ \ I00 ' IS REQUIRED BETWEEN ANY PORTIN OF THE SEWAGE DISPOSAL SYSTEM AND A BVW. NO GROUNDWATER NO GROUNDWATER WATERPROOF. D-BOX SHALL BE WATER TESTED TO r` \ �1I(t 20 IS PROPOSED BETWEEN THE PUMP CHAMBER AND THE BVW. AN 80 ' VARIANCE IS REQUESTED. 132" _ 33. 0 I32' __ 32.5 .r \ CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE A13 �a 55 ' IS PROPOSED BETWEEN THE SEPTIC TANK AND THE BVW, A 45 ' VARIANCE IS REQUESTED. OUTLET. ��\� �"'� \\ \ �'�. 60 ' IS PROPOSED BETWEEN THE SAS AND THE BVW, A 40 ' VAR 1 ANCE IS REQUESTED. TP s3 TP s4 0<1 17 BEFORE CONSTRUCTION CALL 'DIG-SAFE'. �01 a \� ��\ 0 9 HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR C 0- 44. 0 0' 45.0 1-BBB-DIG-SAFE AND THE LOCAL WATER DEPT. ,� \ \\ o� \ ��9 A SANDY IOYR SANDY IOYR FOR LOCATION OF UNDERGROUND UTILITIES. s �\ 1c Q q .. \ \ �"\ ,o LOAM 3/3 LOAM 3/3 0 O 8 _ � .... ... 43. 3 8' 44. 3 I 8. SEPTIC SYSTEM . NSTALLER SHALL NOTIFY THE �j 2 9 \ tea\ B SANDY" IOYR p SANDY IOYR D DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION G p° Za \ �\ 2� LOAM 6/8 LOAM 6/8 28'OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 41. 7 50 40.8 ��� o \9� 'i CONSTRUCTION INSPECTIONS. 11 AI4� C I MEDIUA# IOYR C I MEDIUM IOYR cur wJRF 1 oSAND .... 6/4 SAND 6/4 1), EXISTING CESSPOOL TO BE PUMPED DRY AND ��j ¢, \ 1 \ 48 BACKFILLED. y UP it \\ 11 e�"o \ \ 1 �% AI-5 \ 60 - 39.0 POCKET OF IOYR 10. ALL UNSUITABLE MATERIAL (A 6 8 HORIZONS. SILT LOAM- TPs4) \o \ l•. ..S °�s�. \ MED/UM I p YR SILT LOAM 6/4 ENCOUNTERED BELOW THE INVERT OF THE LEACHING / \\ ` \ ��� � C2 96' 37.0 �` < FACILITY TO BE REMOVED FOR A DISTANCE OF 5 ' N. \ \\ 004 GRAVELY 6/4 SAND C2 MEDIUM IOYR AROUND AND REPLACED WITH SAND !N ACCORDANCE GRAVELY 6/4 I A. WITH TITLE 5. SAND . l32' NO GROUNDWATER 33. 0 132' _ NO GROUNDWATER _^ 34. p c A.- I I. WHERE THE SEWER AND WATER LINE CROSS. THE SEWER LINE IS -0- \ TO BE SLEEVED W I TH A LARGER DIAMETER PIPE FOR !0 ' EITHER BENCHMARK ) T. _ , DATE: AUGUST 13. 2008 � x•` IDE AND SEALED ON THE ENDS. RR SPIKE FND (HELD) \ .� \ \ TEST BY: STEVE MATSON. PE ELEV.- 46. I0 !NGVD/ WITNESSED BY: DONNA M/ORANDI. RS * .. 12, THE EXISTING INVERT AT THE DWELLING TO BE VERIFIED PRIOR \ - PERC RATE: l 2 MIN/INCH TO CONSTRUCTION. i c£ssPooL O PuwP CH4MSER �4� S1,,111Ittt \ y Ct lop � Af-7 C\ EXISTING WATER A \ \ ao ���/ \O fir• L INE TO BE REPLACED \\ \ Pp'�, 9y T o� ��. \ 04, O \, \ \ 4'-" UPLAND AREA - 23858 ' S,. \ WETLAND AREA - 5165 t S.F. a-8 TOTAL AREA - 29023 t S. F. 1 � \ \ ` ]1J1L O IF, T / C S y S T E-" D E S / G/\V A. / 2 O A44 / /V STREET . M,4 P 2 O 8 G,4 R CE okAXS l clvlt No.364GI R A R PIS TA ,E3 L E , t CE/V TER V / L L E ) "A 6' D I AM x 6• THICK I--20'oux---1 BASIN PAD OVER R E P A R E L7 R LEGEND w L L /1/I zE V,4 zE 4 PVC /LA PUMP S YS TEM NO TFS : - rArEPr,c;F+r sEA(. CB CONCRETE BOUND S CA L E_ - /A A R Y INLET T C01fiL rNo 1. PUMP TO BE MYERS SEWAGE PUMP YODEL WHN7 3/4 HP 170 GALLON STORAGE. ?" PVC OUTLET -W WATER L I NE OR APPROVED EOUAL . ABOVE ALARM PEEP HOLE A-r4 VA�V4 O HYDRANT 2. TH£ PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN WATERTIGHT CHECK v SEAL ALARM ON VALVE \ -G GAS L I NE A G U V ,, NC 3 THE PUMP SHALL BE INSTALLED /N STRICT CONFORMANCE WITH PUMP ON OHW- OVER HEAD WIRES _ 9 2 3 R o u t e 6 A THE NANI/FACTUR£R'S SPECIFICATIONS AND TITLE V REGULATIONS 6- Aw RCURY FLOAT Pa�N L IGHT POST �+ �_ Y ca rmo u t h p o r- t NAA O 2 6 "7 S Pl/MP DISCHARGE SHALL BE 2 INCHES PUMP SHOULD BE ABLE TO ►UMP OFF STITCHES 8E DISCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT 6' P -E- UNDERGROUND ELECTRIC LINE �/ '���� �:�� HAVING TO ENTER THE PI,N/P CHAMBER. i`_ /�/%�/1//1!I!\ \ rJ' �8 � 3 6 2-8 '1 3 2 -T- UNDERGROUND TELEPHONE LINE ��` \ S O 8 4 3 2-S 3 3 3 -CTV- UNDERGROUND CABLEVISION LINE I 4 THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DE TA /L_ Nor TO SCALE + 40. 4 SPOT ELEVATION POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. USING 4' DIAM, PUMP CHAMBER __--40- ._ EXISTING CONTOUR 5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. WATERTIGHT AND WATERPROOF 0 I0 20 40 _ q0 _ PROPOSED CONTOUR JOB iV0: 08- I 0 I F!EL D: TAW CAL C: SAH/CFW CHECK: CFW DRN: SAH w F yy� _ •r�fa.a� 11 ` 7«"'T �• tits _ t�y •f:�_, 1Al tlt ry� I ACCESS COVERS MUST BE WITHIN ACCESS COVER MUS ' BE TO FINISH GRADE 6" OF FINISH GRADE INSPECTION c I NVER T ELEVATIONS DES I GN CR I TER l A CLEAN SAND BACXFILL 7. 97 POR T AROUND AND 2' OVER CHAMBER INVERT AT BUILDING- 25. 0 � 7 FIRST 2 ' TO DESIGN FLOW: FILTER FABRIC 4'VE-NT OR INVERT IN PUMP CHAMBER: 24. 7 2 BEDROOMS AT 1 /0 G.P.D. PER 6 ' DIAM x 6 ' THICK BE LEVEL OVER UNIT CHARCOAL FILTER 41 . BEDROOM EQUALS 0 P. BASIN PAD OVER i- / Id' MIN INVERT IN SEPTIC TANK: 6 22 G D. INVERT OUT SEPTIC TANK ' 4 1 . 35 4' 0/AM PIPE4��/ 41 . 35 3 INVERT 1N D/ST. BOX: 4I.25 2' SCH 4 PVC INVERT OUT D/ST. BOX: 41 . 08 1 N1 0 aoAs eAFFt EFFLUENT 41 .25 o 4! _ 40. 75 SEPTIC TANK REQUIRED 2 COMPARTMENT �� f`� 25. 0 - SLOPE o F�LrER INVERT IN LEACH CHAMBER: 4(•D M } LOt,US ��'� _ + rTl } -�-Q- 4! UNDERLAP FILTER FABRIC 2' 220 G. P.D. X 200% - 440 GAL Is l COMP4RTMEN7 24. 7 �>1�1lST�jLdCicS� '° 3 OUTLET 9 CULTEC CONTACTOR FIELD BOTTOM OF LEACH CHAMBER: 40. 75 220 G. P.D. X /00% - 220 GAL 2nd COMPARTMENT 1 H A7 All. TL S 2 COMPARTMENT D-BOX EST HIGH GROUND WATER: 27.0 DRAIN C-4 'S 1 N BED FORMATION. 3 x 3 BOTTOM OF TEST HOLE *2: 32. 5 f SEPTIC TANK PROVIDED: 1500 GAL 2 COMPARTMENT �, � { ( : • !500 GALLON Q\ y � f I 4 DIAM. H-20 SEPTIC TANK 13 'r x 24 ' 1 x 3"d - , � SOIL ABSORPTION SYSTEM REQUIRED: 'Al a ` I { PUMP CHAMBER DESIGN PERC RATE ( 5 MIN/INCH T` -'' WATERTIGHT AND 6' CRUSHED STONE OR SOIL TEXTURAL CLASS - I f i\ FACTORY WATERPROOFED COMPACTED BASE EFFLUENT LOADING RATE - 0. 74 GPD/SF 220 GPD / 0 74 GPD/SF - 298 S.F. REQUIRED LOCUS MAf I PROVIDED: 9 CUL 7EC CONTACTOR FIELD S 83°39 I p E PROFILE .' NOT TO SCALE DRAIN C-4 'S IN BED FORMATION. 72 LF • 3 60': PEDESTRIAN AND BEACH EASEMENT 6. 7 SF/LF-482 SF x 0. 74 GPD/SF-357 GPD ' RECEIVED IN ELECTRONIC FILE SOIL TEST PIT DA TA s GENERAL NOTES : ' - -- _ __ A PLAN NOT RECORDED AT BARNSTABLE �°� �� COUNTY REGISTRY OF DEEDS INDICATES INDICATES h PERCOLATION OBSERVED y l. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION TEST - GROUNDWATER OF THE SEWAGE DISPOSAL SYSTEM ONLY. �9 �0 / ( " B 0 U YA NC Y CA L CUL A T I 0 NS : TP w/ Ps/2323 TP a2 VERTICAL DATUM 1S NGVD. FOR BENCH MARKS �`L STAKED HLIMI E5� AI HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR SET. SEE SITE PLAN. s-' s • � �TP-1 TP-2 AT WORK L IMI T 1 � ( � 0" 44. 0 0" 43.5 �� AT 50' SErBACK1 I O �Q VENT ' I 3 PUMP CHAMBER: DISPLACEMENT - (27. 0-20. 71 x /8. 5 S. F. - l 17 C. F. SANDY IOYR A SANDY IOYR ry J. ALL CONSTRUCTION METHODS AND MATERIALS AND ° 9 Cut TEC�ONTACTOR ( I I 117 C.F. x 62. 4 s/C. F. - 7273+. H-20 TANK (60800) PLUS 6 ' DIAM LOAM 3/3 LOAM 3/3 MAINTENANCE OF THE SEPTIC SYSTEM SHALL c y Q� l�\� FIELD ORA N C 4'S ( I ' ( 6' THICK PAD (2100*) EQUALS 8180s. OK B" 43. 3 8 ' 42. 8 CONFORM TO MASS. D.E. P. TITLE 5 AND LOCAL SANDY IOYR p SANDY IOYR BOARD OF HEALTH REGULATIONS. s� N \ TP-3 ' - bd t 1 l VA R l A LACES REQUIRED : D LOAM 6/8 D LOAM 6/6 \ - 1 1 ' \ 2B ' 41, 7 28" 41 .2 TITLE 5. MAXIMUM FEASIBLE COMPLIANCE C / MEDIUM IOYR C / MEDIUM IOYR 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER C I AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER \ I 1 \ SECTION 15. 211 : (1) MINIMUM SETBACK DISTANCES SAND 6/4 SAND 6/4 SOIL REMOVAL Y fX BOX 2 C PAR TMENT I 1 \ 47 THAN 4 ' IN DEPTH SHALL BE CAPABLE OF WITH- SEE NOTE 10, h 1500 GALLON 1 /0 " /S REQUIRED BETWEEN THE SAS AND THE PROPERTY LINE. 5 /S PROVIDED. STANDING H-20 WHEEL LOADS. UP 12 ` - ` \SEPF'C TANK 55,t i AI 2 \\,III A 5 VARIANCE IS REQUESTED. 25 IS REQUIRED BETWEEN THE PUMP CHAMBER AND \\ } \ \ A BVW, 20 IS PROVIDED. A 5 VARIANCE IS REQUESTED. 60' 39 0 60' 38. 5 r 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR \ 1 /�2 MEDIUM IOYR C2 MEDIUM IOYR APPROVED EQUAL. °. \o �\ \\ \ l• GRAVEL Y 674 GRAVEI Y 6/4 \ TOWN OF BARNSTABLE ONSITE SEWAGE DISPOSAL REGULATIONS \ \ O PART VI11. SECTION 1. 00. THE 'l00 FOOT' REGULATION SAND SAND 6 SEPTIC TANK. PUMP CHAMBER AND D-BOX SHALL BE o.� \ \ REINFORCED PRECAST CONCRETE. WATERTIGHT AND o \ \ \ 100 ' IS REQUIRED BETWEEN ANY PORT,IAV OF THE SEWAGE DISPOSAL SYSTEM AND A BVW. WATERPROOF. D-BOX SHALL BE WATER TESTED TO s \ > P'\ 20 ' IS PROPOSED BETWEEN THE PUMP CHAMBER AND THE BVW. AN 80 VARIANCE IS REQUESTED. 132' NO GROUNDWATER 33. 0 132- NO GROUNDWATER 32. 5 CHECK FOR LEVEL WHEN THERE 1S MORE THAN ONE 55' IS PROPOSED BETWEEN THE SEPTIC TANK AND THE BVW. A 45 ' VARIANCE IS REQUESTED. OUTLET. 60 ' IS PROPOSED BETWEEN THE SAS AND THE BVW. A 40 ' VARIANCE IS REQUESTED. TP +3 TP #4 BEFORE CONSTRUCTION CALL "DIG-SAFE_ -. c �\ oy 9C 0' HORIZON TEXTURE COLOR 44 0 0' _ HORIZON TEXTURE COLOR 45. 0 1 -888-DIG-SAFE AND THE LOCAL WATER DEPT. �_ \ \ o� 'AF FOR LOCATION OF UNDERGROUND UTILITIES. �� os o\ \ \\ �� \ �� A SANDY IOYR A SANDY IOYR LOAM 3/3 LOAM 3/3 8. SEPTIC SYSTEM INSTALLER SHALL. NOTIFY THE \ - \ 4 O p SANDY IOYR p SANDY IOYR DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION L ul ya \ \ �� D LOAM 6/8 D LOAM 6/8 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE �� p° \ \ \9 '9 0�• �' � 28- ............. - 41 7 50" ...... .. 40. 8 CONSTRUCTION INSPECTIONS. \ ��� \ } C / MED!UM IOYR - 7^ I MED i U/11 IOYR GUY WIRE } SAND 6/4 l• SAND 6/4 9. EXISTING CESSPOOL TO BE PUMPED DRY AND 6j '�, /� \ 1 \ 48" BACKF I L L ED. y UP 1 I \\ }} �Fo AL F. 70 59.2 AJ-S \ POCKET OF IUYI( 10. ALL UNSUITABLE MATERIAL (A d B HORIZONS. SILT LOAM- TPf4) 60" 39. 0 C2 MEDIUM IOYR S1LT LOAM 6/4 ENCOUNTERED BELOW THE INVERT OF THE LEACHING "' \ \ 96 " 37. 0 FACIL I TY TO BE REMOVED FOR A D I STANCE OF 5 ' r'. �\ 9 \ GRAVEL Y 6/4 \ MEDIUM IOYR AROUND AND REPLACED WITH SAND IN ACCORDANCE \ \ SAND C2 GRAVELY 6/4 0 WITH T/ TL E 5. \ \ \ m�� �nr SAND NO GROUNDWATER 33 0 132= - NO GROUNDWATER _ 34.0 it. WHERE THE SEWER AND WATER LINE CROSS. THE SEWER LINE IS 1'� G �yc AL TO BE SLEEVED W 1 TH A LARGER DIAMETER PIPE FOR /0' El THER BENCHMARK -+(1 0/11# ) \ \ DA TE: AUGUST /J. 2008 SIDE AND SEALED ON THE ENDS RR SP/KE FND IHELDI ELEV.- 46. 10 /NGVD! � TEST BY: STEVE MATSON. PE f \ WITNESSED BY: DONNA MIORANDI. RS !2. THE EXISTING INVERT AT THE. DWELLING TO BE VERIFIED PRIORS (�( \ PERC RATE: l 2 MIN/INCH TO CONSTRUCTION. r �\� cfss➢ooL 13. USE OF THE SEWAGE PUMP PRIOR TO THE SEPTIC TANK FOR THE < �` � l( p `Q C'`l \\� \�� �\\\ / ��\ O PuvP CHAMBER �� \ AL \ _c .\TWO BUILDINGS REQUIRES WRITTEN APPROVAL FROM THE DEPARTMENT �y'i �� 11r� m C3 \ �. / . to OF ENVIRONMENTAL PROTECT/ON, \4 f V \ \ ✓• `{ EXISTING WATER \ A LINE TO BE REPLACEDT0 ARIL (/ UPLAND AREA - 23858 ' S.F. • \-y .y �' � ,,, . WETLAND AREA - 5165 ! S.F. AJ-g d;p TOTAL AREA - 29023 t S. F. :�- WF.��:"v A Nq.3.5461 A)-9 4, o, tU`aJ i5 PROPOSED 4 \� WATER SERVICE "Dco") / �' 4` 5E /DT / C S �-' STEM 0ES / G /V 20 l✓l,4 / /V S TREE T , "A P 2O8 G,4 RCEL 58 6AR ,I�VS T A & L. E , � CE-/VTE-RV / LLE_ ) "A 6' 01AM x 6' THICK S�76• `-- 20•DLW -� BASIN PAD OVER /� f E- P.Q R E_� F_O R 1 - --- - LEGEND W L L �� M . J U D T H E V.4 � Y PUMP SYSTEM NOTES : wATERTIGHT SEAL CB CONCRETE BOUND i PUMP TO BE MYERS SEWAGE PUMP MODEL WHR7 314 HP 4 PVC I NLET COUPLING tj C,4 L E / - 2 O -/A /V L1,4 R Y 2 / 2 O O 9 220 GALLON STORAGE 2' PVC OUTLET -W- WATER LINE OR APPROVED EQUAL. ABOVE ALARM HOLE GATE VALVE ,� o HYDRANT E A C� L_ U R U E Y I N G , I N C 2. THE PLAVP SHALL START AND STOP AT THE ELEVATIONS SHOWN rATTRTIGHT CHECK SEAL ALARM ON _ VALVE \ -G GAS L !NE 3 THE PUMP SHALL BE INSTALLED 1N STRICT CONFORMANCE WITH PUMP ON " OHW- OVER HEAD WIRE$ 9 2 3 R O u t e 6 A THE MANUFACTURER S SPECIFICATIONS AND TITLE Y' REGULATIONS. 6' Aw o_, � RCUQr FLOAT 0 LIGHT POST � J��� Y a rmo u t h p o r t MA 02675 i P0VP DISCHARGE SHALL BE 2 INCHES PUMP HOULD BE ABLE TO PUNP OFF Sw/TCHEs RE DISCONNECTED AND LIFTED OUT OF TN£ PUMP CHAMBER WITHOUT a -E- UNDERGROUND ELECTRIC LINEG .j��j / } III`J � 5 O 8 ) 3 6 2-8 1 3 2 HAVING TO ENTER I'HE PUMP CHAMBER __ __ T- UNDERGROUND TELEPHONE L /N£ //I\ � � � 5 O 8 � 4 3 2-5 3 3 3 -CTV- UNDERGROUND CABLEVlSION LINE 4 THE ALARM SHALL START AT THE ELEVATION 5HOwh' AND BE PUMP DE TA I L :NOT TO SCALE -f- 40.4 SPOT ELEVATION POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER REVISED: FEBRUARY 20. 2009 - USING 4' DIAM PUMP CHAMBER -40- EXISTING CONTOUR S AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS !N5TALIAT/ON. WATERTIGHT AND WATERPROOF 0 IO 20 40 _ _ PROPOSED CONTOUR FOB NO: 08- 10-1 T F I ELD. TAW-� Cai h SAHICFW CKrK a4' C/R,ti SAH -'q REMOVE EXISTING INCINOLET TOILET& INSTALL NEW BATH rl NEW .� BA` 1 tr I I Ir !' N� r . 44 WINDOW BARSINK ABOVE w u.c. REF, LIVING 9 GL S. -A BEDROOM ZA COTTAGE # 1_ rTVM E 1 +V� KITCHEN ` 10 0 o o :D A� 0 r t•- CLOS DEC LIVING � DININGBEDROOM e ir zip, �. CLOS. I �T 14'4� 35*.00* DECK C.OTTA.GE- #2 20'-0'.+ REMOVE EXISTING INCINOLET TOILET&INSTALL NEW BATH a r�rK� V II NEW C!1 11 BATH cq if 11 "It NE .ait 0� A WINDOW i r-r rJ w ABOVE I BARSINK W O Lo Lo cn U.C.REF. LIVING �' a Zb ' 'v N cLOS. NA BEDROOM ' 0 r 14`-0"t 12' Y± - _ COTTAGE # 1 2'-(Y` KITCHEN LEGEND: ►� _� = EXISTING WALLS o o CONSTRUCTION TO BE REMOVED Q r r-- i � �--J w NEW CONSTRUCTION Jf Q � a 0 I w I � W CLOS. I w DEC LIVING I � � BEDROOM �' DINING �Z) I CLOS. jF SCALE : 1 n 1/ 4u = 1 r-Urr DECK DATE THE DESIGNER SHALL BE NOTIFIED IF ANY 9/22/2008 ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. : IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. TTHESECOTAGE DRAWINGS ARE SOLELY FOR THE USE G) ON THE PROPERTY NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER,THESE DRAWINGS Aj I ARE PROTECTED UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.