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HomeMy WebLinkAbout0340 OAKLAND ROAD - Health 3�0 Oakland RdS Eyj E R Hyannis / A= 271 =083 c, Town of Barnstable Regulatory Services UA MA$S. Public Health Division � A$S. $ArFD MAC p,0 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 TO: Tom McKean FROM: Sharon Crocker DATE: November 27, 2017 RE: Records Request— 340 Oakland Road, Hyannis The records show a Deed Restriction of a two-bedroom as requested by the Board of Health in 2007. Then in September of 2008, the property did an abandonment and connected to Town Sewer. The number of bedrooms showing on the February 6, 2017 inspection are: 4 bedrooms and 6 occupants. This is, in turn, showing on the permit for 2017. 1 do not know when the bedroom count became 4. Kathryn will be back tomorrow and might check into the history. A complaint was called in 11/01/2017 for overcrowding (with 5 people) and was concerned with construction happening in the basement. Jim responded and informed them that the records show 6 people are allowed. There is a notation on ica ion tation — check septic ? 4 bdr `d$ /�� c),j Attached are ont s, plus information on the septic. L QARENTAL ORDINANCE\340 Oakland Rd Hy Nov2017 Records Request.docx TOWN OF BARNSTABLE LOCATION Y® ayQ/, 111,, SEWAGE # , 6bf —0W'0 VILLAGE AJ/-1.4 W,I'S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY i/% LEACHING FACILITY: (type) � /4 i NO. OF BEDROOMS BUILDER OR OWNER) PERMITDATE:�"��G'�D - 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 O - S t- � r 1 31 e' Ila Q. a� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y Application for Th5pogar 6pgtem Cott*5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon/ LJ Complete System ❑Individual Components Location Address or Lot No. y® ��� -Q'� Owner's Name,Address;and Tel.No. 27s 49T3r— Assessor's Map/Parcel �+ Installer's Name,Add re s,and Tel.No. Designer's Name,Address and Tel.No. MA Type of Building: Dwelling No.of Bedrooms Lot Size e ' sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of.Septic Tank Type of S.A.S. Description of Soil Nature of Re airs or Alterations(Answer when applicable) I� � '14im v �" Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. oe Date Application Approved by Date Application Disapproved by: _ Date for the following reasons Permit No. Date Issued --——————— ——— —- —— ——— —————— ———————————— y �V=. No. .-°.r--! - Fee 0 in computer: THE COMMONWEALTH OF MASSACHUSETTS Enteredley, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS A.'pgication for !Di5poga1 *p5tem Con,5truction Permit Application for a Permit to Construct O Repair O Upgrade O Abandon(V ® Complete System ❑Individual Components Location A��or Lot No. ?j © �ak/1�� ,�® Owner's Name,Address,and Tel.No. - Assessor's Map/Parcel Installer'g',Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building:Dwelling No.of Bedrooms Lot Size E ',�j 6eiq�ft. Garbage Grinder ( ) k Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) god Design flow provided god Plan Date., Number of sheets Revision Date Title ` Size of.Septic Tank Type of S.A.S. Description of Soil ! Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig ed . I _/� /1 O //�),—Date 9/�/a X Application Approved by • l/�/�'tf'F�if�rl +�Date /`2/f75 / v Application Disapproved by: -r �/ �. Date for the following reasons en , A Permit No. _rW Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On--site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned ll(✓)by /�!' at 7� ©Ql�/t�'�tOC r y��/T/. has been constructed inn accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /Th/A,/W.� 7 dated Installer Designer #bedrooms Approved,des.ign flow god The issuance of this permit shall not be]construed as a guarantee that the sys,cem will fn�ti\on.as designed. Date i / d Inspector-,-- )( .r.. —— --No. ==_== Fee = .-=,=- -- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS �Digoal *p!5tem Congtruction permit Permission is hereby granted to Li Construct /� Repair ( Upgrade ( ) Abandon (E/) System located at ✓7!/ ���/�hW /� r and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed wit in three years of the date of this permit. t Date / 7 Approved by t' E'k 19528 Pm 228 JL9757 DEED RESTRICTION WHEREAS,Dawn M.Burt,of 338 Pleasant Pines Avenue,Centerville,MA 02632,is the owner of 340 Oakland Road,Hyannis,MA 02601 (hereinafter referred to as the"property"),and being shown as Lot 1 on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 132,Page 85; WHEREAS,Dawn M.Burt,as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the 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 for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building permit for the construction of a single family home on this property,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 Barnstable County Registry of Deeds by recording this document. NOW,THEREFORE,Dawn M. Burt,does hereby place the following restriction on their above- referenced land in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. Lot 1 as shown on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 132,Page 85,having an address of 340 Oakland Road,Hyannis,MA may have constructed upon the lot a house containing no more than one(1)bedroom with a standard septic system; or a house containing no more than two(2)bedrooms with an alternative septic system with a 550 gallon per day or larger capacity.Dawn M.Burt agrees that this shall be a permanent deed restriction affecting the house located on 340 Oakland Road,Hyannis,MA 02601. For title,see Deed recorded with the Barnstable County Registry of Deeds in Book 8531,Page 69. Executed as a sealed instrument this I Ph day of February,2005. Da,G M.Burt COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. t: On this 11`t'day of February,2005,before me,the undersigned notary public,personally a ' � �. M.Burt,proved to me through satisfactory evidence of identification,which was a license,tt ... e person whose names are signed on the preceding or attached document,and acknowledged to me that"she'�' signed it voluntarily for its stated purpose. �l} iv kq k/ Notary Public: My commission Aires: �3 Deed Restriction Burt/lb BARNSTABLE REGISTRY OF DEEDS No. aw 5 =060' -- c Fee THE COMMONWEALTH OF MASSACHUSE S., Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE} MASSACHUSETTS 0[pplitation for ;hypo f *potent C ongtruction Permit ,�,/ I Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) L�Complete System O Individual Components Location Address or Lot No. /� 340 O e,/a " r✓ Owner's Name,Address and Tel.No. (13 Assessor's Map/Parcel , S-07 ? 'f 9 9 �'7 dg 3 3 F P/��gt,-t P;r9e- raje ce,��. , !�e Installer's Name,Address,and Ifel.No.,Te-q So+do" j Designer's Na�,e,Address and T 1.Npj 3 7 / S-e✓t/y`Lq",P cc. So �'FB=��'t w. �4.�.�,�,�3�'1 a e�LC�� S68' ''77' —970 p Type of Building: b as I Dwelling' No.of Bedrooms�� Lot Size / 270 sq.ft. Garbage Grinder( fJ Other Type of Building Fri No.of Persons / Showers Cafeteria( ) Other Fixtures IQ:_ -ra 4:1' klicy+•e.-, J',`M/)k_ Design Flow gallons per day. Calculated daily flow 3,30 gallons. Plan Date / ® Number of sheets f Revision Date ^A0.4;c— Title _ Size of Septic Tank_ 1,roo Type of S.A.S. �' C�Ld 0 r" Description of Soil �+'+ C oa J'� �S"��-o a % r,F,a,C)e.1 Nature of Repairs or Alterations(Answer when applicable)' Date last inspected: Agreement: The undersigned agrees to ensure the construction and mai tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir P al Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by 1 o d o o J Signed Date / e!57 r Application Approved by Date Application Disapproved for a following reasons Permit No. 050 5 0 (a55 Date Issued . S 5 No: Fee 1 s ' in computer: THE COMMONWEALTH OF MASSACHUS TT Entered � ` Yes PUBLIC HEALTH DIVISION -TOWN OF.BARNSTABLE, MASSACHUSETTS 2pplication for Oizpozal *p2;tem Congtruct on Permit Application for a Permit t}}Construct ()Repaalir( ' )Upgrade(,' )Abandon( ) I complete System ❑Individual Components x ! Location Address or Lot No., a+'h !1 3 y o 044 In M ae w Owner's Name,Address and Tel.No. A ` ' %rya—,n:�(;3c�✓rJ�.LI,� C7�ah �� �3J�-�' aHd' �4WH ,�--, ��.t.,� Assessor's Map/Parcel 7. 3 6 9 6 Installer's Name,Address,and fe1.No.,Tf ,ram Wo H ,',S r Designer's Narpe,Address and Tel.1r��o 37 r Sr�'tlIl�c� A 0. 1 Type of Building: e S(. 3 Dwelling No.of Bedrooms Lot Size 1',7 2 7 0 sq.ft. Garbage Grinder( J O F Oth! e"" er Type of Building �""�4. No.of Persons Showers( p ) Cafeteria( ) Other Fixtures L..v —ra (e.-Ac C -e r,`m)k Design.Flow 3,11!1 gallons per day. Calculated daily flow .330 gallons. Plan Date 1:Z Zn Number of sheets Revision Date ^J,0.4j s Title - Size of Septic Tank. /.soa Type of S.A.S. �V F k Description of Soil ,-e 4P C oci !< J-T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environg I al Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this, ,card of�6y�h/ _ Signed Date Application Approved by Date Q�)b 10 15 ` Application Disapproved for thefollowing reasons i Permit No. fa C Q 9 ' Date Issued J J n S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTI Y, that the On-site Sewage Disposal System Constructed(�)Repaired ( )Upgraded( ) Abandoned( )by T' . at has been constructe in a�corciance with the provisions o Title 5 anal the for Disposal System Construction Permit No._ =r).,t) dated 2 / ; InstallerC`+1�5 1 Designer The issuance of this permit shall not be construed as a guarantee that the system wii fu ction as designed. _ Date �n Inspector�� � No. OUrj —"�>� Fee 50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS xl gpoal *pgtem Con!5truction permit Permission is hereby granted to Construct( Repair )Upgrade( )Abandon( ) System located at 3 qD a-( �G 1� n� /� �, J� Q a ,-) rn C and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construc 'on mu t be completed within three years',of the dat of this permit. -�` Date: Approved by--- �—__ DEED RESTRICTION WHEREAS, Dawn M.Burt, of 338 Pleasant Pines Avenue, Centerville,MA 02632, is the owner of 340 Oakland Road,Hyannis,MA 02601 (hereinafter referred.to as the"property"), and being shown as Lot 1 on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 132, Page 85; WHEREAS,Dawn M.Burt, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the 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 for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building permit for the construction of a single family home on this property; 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 Barnstable County Registry of Deeds by recording this document. NOW,THEREFORE,Dawn M.Burt, does hereby place the following restriction on their above- referenced land in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall run with-the land and-be binding upon all successors in title: 1. Lot 1 as shown on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 132, Page 85,having an address of 340 Oakland Road,Hyannis,MA may have constructed upon the lot a house containing no more than one(1)bedroom with a standard septic system; or a house containing no more than two(2)bedrooms with an alternative septic system with-a 550 gallon per day or larger capacity.Dawn M.Burt agrees that this shall be a permanent deed restriction affecting the house located on 340 Oakland Road,Hyannis;MA 02601. For title,.see Deed recorded with the Barnstable County Registry of Deeds in Book 8531,Page 69. Executed as a sealed instrument this 1 lth day of February,2005. Dajkn M:Burt COMMONWEALTH OF MASSACHUSETTS , Barnstable, ss. On this I Vh day of February,2005,before me,the undersigned notary public,personally appeared Dawn M.Burt,proved to me through satisfactory evidence of identification,which was a license,to be tle_ person whose names are signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public: My commission ipires: �� 9 Deed Restrtricton Burt/lb °. Town of Barnstable OF WE Tp� ti Regulatory Services Thomas F. Geiler,Director BAMSTABM KAS& a Public Health Division k 1439- ,�0 RFD Mpl A l,r Thomas McKean, Director ' 200 Main.Street, Hyannis,MA 02601 41t Office: 508-862 4644 Fax: 508-790-6304'�/l Installer & Designer Certification Form Date: 0 S Designer: i�D L(.,AG-, R S Installer: �e l`�--Z?o/0 s` Address: P. 0 • so)(Ig Address: l �C�d�c-e • yRRZfYIW l c 5PI16'cobr Oa ��On oft(S , was issued a permit to install a a_0 (dat (installer) septic system at 346 V KV_L JP_b P,0&a- based on.a design drawn by (address) . CA tJ i LLAC, dated 2-7 ®5 - (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or 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. -��kOFMgss9y = RONALD er ignature) JAMES C LAC gNITAP�� (Designer' S ature} (Affix Des Wd s Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form t 4N OE ZHE Tp� " Town of Barnstable 4A MASSSLE . Board of Health y MASS. �A 16g9. �� lF0 MA'1 b. 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Susan G.Rask,R.S April 27, 2007 Mr. Ronald Cadillac PO Box 258 West Yarmouth, MA 02673 , RE: 340 Oakland Road, Hyannis A= 271 - 083 Dear Mr. Cadillac, You are granted permission, on behalf of your client, Dawn Burt, to construct an onsite sewage disposal system with innovative/alternative technology at 340 Oakland Road, Hyannis. This permission is granted as follows: 310 CMR 15.214: To construct an onsite sewage disposal system incorporating innovative/alternative technology in order to discharge 220 gallons per day of wastewater discharge on a 17,270 square feet parcel. This permission is granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum- A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system with innovative/alternative_technology shall be installed in strict accordance with the engineered plans dated January 27, 2005. (4) The designing engineer. shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated January 27, 2005. Q:\WPFILES\CadillacBurt2007.doc (5) The wastewater shall be monitored on a quarterly basis for two years, in perpetuity, unless the applicant requests and .receives approval from the Board after two years to revise the monitoring plan. The wastewater effluent shall be tested by a Massachusetts certified laboratory for the following: pH, . Biochemical Oxygen Demand (BOD),Total Suspended Solids (TSS), Nitrate-Nitrogen (NO3-N),Total Kjeldahl-Nitrogen (TKN), and Nitrite-Nitrogen (NO2-N). (6) The applicant shall obtain permission from Massachusetts DEP to install an innovative/alternative system at this site. This parcel is 17,270 square feet. This permission is granted because the State Environmental Code, Title 5 allows for construction of two bedroom homes on parcels of this size provided the applicant installs an approved innovativ /alternative nitrogen reduction system. Sincer y , ours, Wane A. iller, M.D. Chairman Q AWPFILES\CadillacBurt2007.doc nar8: 1 3O 0 'KAM 'Town of Barnstable s®. nos: Board of Health 200 Main Sh=t Hyannis MA 0260I OW=- 5094W-46aa Wayne a M;31er,M.D. FAX 508-790-6304 Pant J.Cannn D.MD. VARIANCE REQUEST FORM LOCATION Property Address: 3 Ll a Oayxan& Racal o fxnxs y\A Assessor's Map and Parcel Ntmaber: '1 $ Size of Lot 17 F.2"I 0'± S.f Wetlands Within 300 Ft Yes Business Name: No_�(_ Subdivision Name: APPLICANT'S NAMC. 1Z • J• CA D I LLAt-- Phone 8 - 7 Z E'q Z©6 Did the ovwner of the property authorize you to represew him or he& Yes No PROPEKff OWNER'S NAME CONTACT PERSON` P.C.ame:Oowrl FyurAr Name: Qua k . CCteai\la.0 1 p�-S T(ZSt ' P Address:3q 0 Oa\QLft6. QA• AddressQ.�}. 258 w G t mw�n d ?� PhoneA M GQM%q r 1 C SC��) $b2-"T750 Phone:Sa8 11 S'-1-1 UO VARIANCE FROM REGYJLATI N([ist ) REASON FOR VARIANCE May atkrh if more space needed) A10 MR 15.21-1 (L) KM%ccu alma SMd Filker IS:Zo2 NATURE OF WORK House Addition (7❑®❑ House Renovation)k Repair of Failed Septic System (� C95edtft (to be completed by qOke aq fi rson receiving vw=we regrrest Wpi ation) Plow=built copies in 4 stile convidm Seek _ Fora(4)copies of the compldod variance negned form _ Foy(4)cap=ofeagm emd plan suhma cd(e4g.septic"MOM) Fora(4)copies of labeled dmreomnal floor plans sW=Md(e g.house plans or resmmaot kiOrh®plate) _ Stared Acftr stag that the poprty awmr armed you to repesrst Wnk%r for the rem d `- Appficmt that the abm m mut be notified by certified marl d kart ten days pmr to meatmg dame at applicant's ocpense (f-r*V and/or bcal sewage regwwam Variances only) = Fall meow snbmMed(for grease trap variance only) Variance regrast aWwatan fee coDocOed(no fee for kfcg azd modffalm reoewak grease trap variance renewals[same ownedleasee on1Yl.,.{ outside dining variance renewals[same ownedleas a only],and Variances to repair fdW sewage disposal sydem4[only5if ao macpa ion to the budding MOPMO Variance mgsed ubmifted at least 15 days pier to meefing date b` cra VARIANCE APPROVED Wayne Miller,Char NOT APPROVED Paul I Canaiff,DA[D. �= W � REASON FOR DISAPPROVAL M . CADoeuments and Settings\deco11ik\Loca1 Settings\Temporary Internet Files\0LK1\VARIRE0.D0C i • Contract fbr Sampling (Testing) Services Owners Name Dawn Hurt System Location 340 Oakland Road Home Address 338 Pleasant Avenue Town Barnstable City,State 33p Centerville,MA 02632-1427 DEP File No. Phone 508-362-1969 System Type OMNI RSF Billing Address Contract Terms 2 Years StateZi Contract Start Upon issuance of Occupancy Permit NOTE:OMNI Environmental Systems shall not be responsible for any misuse or improper operation by non-omni personnel or the system owner,and any operation NOT in accordance with the OMNI RSF System Owners and Operator's Manual. Terms and Agreement for Sampling Services Innovative/Alternative Technology OMNI is hereby authorized to render sampling(testing)services for the Innovative/Aftemative Technology listed at the above address for the contract period specified above under"Contract Terms". This agreement may be terminated or extended by the system owner by providing OMNI Environmental Systems,Inc(OMNI)with 30 days written notice of intent. OMNI will provide the system owner with thirty(30)days written notice of its changes to the current pricing schedule. The system owner will not be obligated to renew contract in the event of any pricing changes. OMNI will be obligated to provide all prepaid services in the event of any pricing changes. This Contract DOES NOT INCLUDE any Standard and Preventative Maintenance,costs occasioned by neglect,misuse and accident or consumables, and any travel costs for the Islands or locations not within a 20 mile radius of East Falmouth. This Contract DOES NOT COVER ANY OPERATION AND MAINTENANCE SERVICES. Tdtis Contract includes_quarteNy samples tested for Total Suspended Solids(TSS),Nitrate Nitrogen(NO3-N),Total )eldahl"Nitrogen(TIW),Nitrite Nitrogen(NO2-N),Biochemical Oxygen Demand(BOD),and pH by a Commonwealth of Massachusetts certified laboratory. In consideration of the services contained in this agreement the system owner agrees to pay OMNI Environmental Systems, Inc. the sum specified in the payment options section for the above referenced sampling contract on a prepayment basis.Payment is due fifteen(15)days from Invoice Date prior to execution of services and will be subject to any applicable late charges. Monthly payees are excluded from prepayment requirements and must contact OMNI for account setup. This agreement Is not assignable by either parry and Is non-refundable for any prepaid services.This agreement will not become effective until the first payment(outlined below)has been received by OMNI. If the terms and conditions contained herein,including the terms,and conditions set forth on the enclosed documentation, titled TERMS AND CONDITIONS,are acceptable,kindly sign and return one(1)copy of this contract along with the first payment. it is understood and agreed that the foregoing, including the TERMS AND CONDITIONS set forth will constitute the full and complete agreement between the parties to this agreement. The contract offer expires thirty(30)days from the date hereof,but may be accepted at any later date at the sole option } of OMNI. The undersigned agrees to the following payment schedule: Select Payment oDdon below by marldna box. Sae Terns and conditions for details on options. Payment Options: _$40 Month save$20 1. $135 Quarts $260 Semi-Annuals 1 $500 Yaadvrl The above costs, Project Scope of Work,terms and conditions are satisfactory and are hereby accepted. OMNI is hereby authorized to provide the services as specified. Authorized OMNI Personnel Date Print Name(Owner) System Owner Signature Date Alternative Septic Technology Manufacturing Testing Maintenance Contract for Sampling LTesting) Services s , 7C:n"n&ract OwnersName Dawn Burt 340 Oakland Road Home Address 338 Pleasant Avenue Barnstable City,State Zip Centerville,MA 02632-1427 IL OMNI RSF EP File NIL Phone 508-3621969Billing Address 2 YearsCft State Upon issuance of OccupancyPermit er operation by non-omn! NOTE: owner,and OMNI any operatimental on NOT n ems accordance with th not be eOMNI SF System Own for any misuse or ers and Operator's manual.personnel or the Terms and Agreement for Sampling Services Innovative/ARernative Technology OMNI is hereby authorized to render sampling(testing)services for the innovative/Altemative Technology listed at the above address for the contract period specified above under"Contract Terms". This agreement may be terminated or extended by the system owner by providing OMNi Environmental Systems,Inc(OMNi)with 30 days written notice of intent. OMNI will provide the system owner with thirty(30)days written notice of its changes to the current pricing schedule. The system owner will not be obligated to renew contract in the event of any pricing changes. OMNI will be obligated to provide all prepaid services in the event of any pricing changes. This Contract DOES NOT INCLUDE any Standard and Preventative Maintenance,costs occasioned by neglect,misuse and Falmouth.eTh This consumables, and Contract DOES NOTOVERtraveI costs for the islands or locations not ANY OPERATION AND MAINTENANCE SE le radius of East SERVICES. is Contract ineludes•quartertY sampt�tested for Total Suspended Solids(TSS),Nitrate Nitrogen(NOs-N),Total Pfritrogen(t ),Nitrite Nitrogen(NO2-N).,Biochemical Oxygen Demand(BOO),and pH by a Commonwealth of Massachusetts certified laboratory. In consideration of the services contained in this agreement the system owner agrees to pay OMNI Environmental Systems, Inc. the sum specified in the payment options section for the above referenced sampling contract on a prepayment basis.Payment is due fifteen(15)days from invoice Date prior to execution of services and will be subject to any applicable late charges. Monthly payees are excluded from prepayment requirements and must contact OMNI for account setup. This agreement Is not assignable by either party and Is non-refundable for airy prepaid services.This agreement will not become effective until the first payment(outlined below)has been received by OMNI. if the terms and conditions contained herein,including the terms,and conditions set forth on the enclosed documentation titled TERMS AND CONDITIONS,are acceptable,kindly sign and return one(1)copy of this contract along with the first payment it is understood and agreed that the foregoing, including the TERMS AND CONDITIONS set forth will constitute the full and complete agreement between the parties to this agreement. The contract offer expires thirty(30)days from the date hereof,but may be accepted at any later date at the sole option of OMNI. The undersigned agrees to the following payment schedule: Select . eM n below b maridn box. See Terms and Conditions for details on nts options. Pa nt ons: $40 Month saws$20 $135 O $260 Semi-Annual $500 Ye The above costs, Project Scope of Work,terms and conditions are satisfactory and are hereby accepted. OMNI is hereby authorized to provide the services as specified. Authorized OMNI Personnel Date Print Name(Owner) System Owner Signature Date Alternative Septic Technology Manufacturing • Testing • Maintenance N � o � � 4 W � I 3 � r � o 7 LA O � G 1 N G V' G On behalf of Dawn M. Burt we request permission to install an Omni recirculating sand filter. The Burt house is presently approved for one bedroom as it falls within the WP district and lot area is 17,270SF. The addition of the recirculating sand filter per 310 CMR 15.202 and 15.217(2)will allow them to add a second bedroom. Design leach area needs minimum three bedrooms size requirements. Town of Barnstable Geographic Information System- 271020 January 17,2007 .-1 2710i1 364 �.- '" = 393 271009 T 361 O 271008001 C 30 0 ���„�„�,-"...�,��.�-'"• FAQ-MOUTH ROAOIROUSE 271064 = 362 271082002 363 >� 271083 .., 340 1:,=ti 271094001 271065 ,,y 4 = 360 r 1 271093 -•335 , Q i o I'. aY � r 271094002 0� 271082001 12 353 6 . 271066 271084 = 358 Y 326 271092 1 321 v3 n 8 Feet _7�+i0940 DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:271 Parcel:083 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 Owner:BURT,DAWN M Total Assessed Value:$109300 ..1 U Co-Owner: Acreage:0.38 acres Abutters W', i,"E are only graphic representations of Assessor's lax percale. They are not true property boundarles and do not represent accurate relationships to physical features on the map Location:340 OAKLAND ROAD such as building locations. ` Buffer 1 RONALD J. CADILLAC, PC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 January 31, 2007 ADMINISTRATIVE REVIEW OF VARIANCES BARNSTABLE BOARD OF HEALTH To: Abutters Project Location 340 Oakland Road, Hyannis AM: 271/83 Applicant: Dawn Burt 338 Pleasant Pines Ave. Centerville, Ma. 02632 Project Description: We are requesting permission to install an Omni recirculating sand filter. Currently the house is approved for one bedroom. The addition of the recirculating sand filter per 310 CMR 15.202 and 15.217(2)will allow for an addition of a second bedroom. Applicants Agent: Ronald J. Cadillac Hearing Scheduled: A hearing for this project will be held on February 14,2007 at Barnstable Town Hall, 2nd floor hearing room, at, . 3:00pm. Plans are on file at the Health Department(508- 790-6265),which is open Monday thru Friday, 8:30am to 4:30 pm. Jan 22 07 06: 41p p• 1 TO: Whom it mad concern, FROM' Alan Bart RE: Building/Septic Concenis I am heTebv giving Ron Cadillac permission to represent my int: Tests to yoar Coirtmittee cgarding my buildiztp'septic needs. Sincerely, .-• Alan&Dawn Burt Ph: 50$-362-1969 Town of Barnstable UkRNS SLL MAS;&gq.i6 Board of Health �� ATF�!NA'1 a, 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Paul I Canniff,D.M.D. Susan G.Rask,R.S Mr. Ronald Cadillac April 27, 2007 PO Box 258 West Yarmouth, MA 02673 RE: 340 Oakland Road, Hyannis A= 271 - 083 Dear Mr. Cadillac, You are granted permission, on behalf of your client, Dawn Burt, to construct an onsite sewage disposal system with innovative/alternative technology at 340 Oakland Road, Hyannis. This permission is granted as follows: 310 CMR 15.214: To construct an onsite sewage disposal system incorporating innovative/alternative technology in order to discharge 220 gallons per day of wastewater discharge on a 17,270 square feet parcel. This permission is granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system with innovative/alternative technology shall be installed in strict accordance with the engineered plans dated January 27, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated January 27, 2005. Q:\WPFILES\Cadillacl3urt2007.doc Town of Barnstable P# J=2-60 Department of Regulatory Services Public Health Division Date 7� } ,e$ 200 Main Street,Hyannis MA 02601 (, Fee Pd. J 00 Date Scheduled q Time. S6il Suitability Assessment for Sewage Disposal Performed By: J'C �J �A�/l!/�Ce/ S Witnessed By: Gnu �nJ• iLY: _ LOCATION &GENERAL INFORMATION Location Address �� Ownces.Name G vr�j Address �7 `� Engineer's Name /1�DA/R�(�✓ • / Assessor's Map/Parce): 2-[ l o 3 �. NEW CONSTRUCTION REPAIR Telephone#. S O $ '1/1 S — 7 G 6 Land Use Wl.'OG1f � 6G-A S f Slopes(4'0) Surface Stones Distances from: Open Water Body N ft Possible Wet Areaft Drinking Water Well f D ft D 'nage Way Property Line ft Other ft to Liu1� SIMT :(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)_ Go'�Z • La�-� 14 4l I /�(f} epth to Bedrock �11 Parent material(georgic) ) Depth to Groundwatejr Standing Water in Hole: LIV Weeping from Pit Face / Estimated Seasonal High Groundwater ZS/ � � �.��e>— �AJ�,O(�4N Toi4J su Go"G✓al.�vufl-� ��, DE7PJ4INATI0N FOR SEA_ONAL HIGH W'�T 4%TABL� G�avaC�uJ _ .r L w e- o Method Used: In, Depth to still mettles: ttt. ' Depth Observed standing in obs.hole: Depth to wl ceping from side of obs.hole: --Ili. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level,,..,,,._.... Adj.inelor Atli.Groundwater Level,,,a PERCOLATION TEST Data Observation Time at 4" -- Hole# Time atb" .r._ .._.--.--- Depth of Pere Start Pre-soak Time @ L—L - End Pre-soak Afi l�3 m;rvs - Rate MinJinch —�— Site Suitability Assessment: Site Passed Site Failed: — Additional Testing Needed(Y/N) Original: Public Hea{Ith Division 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 Division at least one(1)week prior to beginning. Q:SEPTICIPERCFORM.DOC �. DEEP OBSERVATION HOLE LOG Hole# ' -- Depth from . Soil Horizon Soil Texture Soil Color Soil ! Other Surface(in.) .(USDA) (Munsell) Mottling (Stru�ture,Stones,Boulders. Cons stenc %Gravel) ZOAV 36�r fir 6 12 /o Gr �r1 ?Zrr /.?0 C3 M.6? rs 2 5 6144 /o:70 Gr"ell 8,5;- q_,sE cz ,4 7` 77,-' 2 --- DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struc�ure,Stones,Boulders. onst tent %Gravel 0_30� rv� i ,611 f1 13 r Gnu, lv r 5 Vo LO DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi'tent gb Gravel DEEP OBSERVATION HOLE LOG Hole# ..._ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structu're,Stones.Boulders. onsisten vel Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes _ Within MO 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 material exist in all areas observed;throughout the, area proposed for the soil absorption system? y�S If not.what is the depth of naturally occurring pervious material? Certification ,�9 I certify that on POV 443 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by tale consistent with the iequi expertise and ex nce described in 310 CMR 15.017. Signature Date Q:\SEPTICVERCFORM.DOC Ar ,w I , U vJ r; I Ilu Iul i i i. 6. •� ii N Of V�110 I i� •F - ! - .� I > I lid p � V I m ' 9{gq�j 4a C,, n �� d '•� skW4EsL' � � I I A. J. I p' G 1� + ! I I I ! w��-- •, I� n 4� �lyy �i � i �ti I•� ' I! ! � I� IQ :I II 1 P� � i x rt� _�I � i� '•li ! 'I x i FF I I; N Vie li c• .. i. I - '.6:0^ __.._ Imp � � ' , • r I "�x • :f p ^ I N iro i • o is I I I 3 a�'c•' 4 . i ! 1 ! I! I t _ + I I i ! I I • !I!I tl,il III I. I i 46 ! � I t j • ji � i.ijll j!il ; i! !il 1 � ji; . ;I'll!,,•, - I I •i., i ! t l ! 1 � i it 1 I i li: I ! 1 i •s, II� ' ,II • I . li I , i I •II • i d- 1� 3 _ I , I i it I I lip ,y dUL !I t !I I � I r I I I CO 'I I I! I I i f : a I I 'II I I t — j I o � 9 pOLE OF pp,VE SIGN S104 - 6 o 25?�f OF — PA V — E- — 61 2 62 — — — - - (193. NEW�� 62 E PA EXI IKT= - POLE - Q� - STA: +00.00 j� BENCHMARK 254 0 SMH DSIGN g / - - RIM EXIST. SMH PS�A 0+ �- 6 NL1 ELEV = 60.82 - 00 - - - °I 61 w g >' _ Al 1. - - W ,� TIE INTO-E ST G SMH 6� - - �5 18 STUB/ W CAUTIO EXISTING 6 D.f. ,WITH-DROP CO w - SDR:5, - w �� g - -d. I R FOR MAIN LOCATION FROM W A U1LT PLAN, CONTRACTOR I (3 REQI.) so w - rr 3 0. VERIFY IN FIELD TYP. 61 p p,TN pp S "I a �> s 98' TO a� ' r o E o ` Cn INVERT s // CONC. 'LAB x O s TI ON s s WATER TER PIT rye GASGENEF�.ATOR 8.95' TO TOP s 12" PIPE TEL UG EL VZN ELEC METER /�� � �j9 n:��r ,�EXISTING SEPTIC U WIRES RISER PAN x VALVE o r C TO BE REMOVED VZN, :COMCAST MAP 271 PCL 94-1 / PIT NE ' -� J OR* PUMP & FILL WITH GLEAN SAND EXISTING c / DRIVE �s N fl /, PER TITLE 5:REGS DWELLING #4 MARKS PATH . 21DECKI Q o � / w EXISTING 42.99 CD 2 ^ Z 2 /� / DWELLING Q340 a k3 % #OAKLAND MAP 271 PCL 83 pup / Q DOORSILL EL. 62.26 OH WIRES - BENCHMARK NAIL IN .UTILTY POLE EXISTING ELEV = 60.54' 59 DWELLING / 27#326 _ MAP 1 PCL 84 AKLA PLAN VIEW DOORNSILL ► / Q /` 60.57 SCALE: 1 30' /59 15 0 . 15 30 45 PAVED , DRIVE �i 3clo ` lq&4 n S ' �.� �;ins � • o � .. -=- S� � � v�� we'll (3 $Ah sc.tt�vte 6"Ar lam Al -x q 16 0c . 0 0 Al o o vqn o 10 AW - _ oc G y � _ Ile+ r} C , AW IMPORTANT y ANY CONSTRUCTION THAT INCREASES LIVING SPACE ( ,, SEYGND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. it NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. {{ r . t -3qD C , n 1 r' Fi4ii5k 0 Y- ° y - /In CA J -1601 eel 16 Wall30 iN, � Vic_ Till LIS HeCOO OOM 141 toe, AI -lk"m TV o 0- r1l oc ..L= s 3 e �4 � � s ------------- ALWAYS DIG SAFE PRIOR TO CONSTRUCTION__UTILITY LOCATIONS SHOWN INCOMPLETE.. JOB N0. 804-21 NOTES Burt-# LO 1. LOCUS IS A.M. 271, PARCEL 83. 00 28 CALL R.J. CADILLAC . ELEVATIONS SHOWN ARE TOWN GIS f0.4'. Rte . . 6 LLAC 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. -6 a a FOR INSPECTION 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) � 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. C PRIOR TO BACkFILL 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 0 M c 2- B 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". o a; 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO COVERS: BUILD UP COVERS TO GRADE--1 ON TANK R SCALE ECIRCULATION TANK. 10. STONE' TO BE DOUBLE WASHED 3/4 TO 1 1/2" NTH_2"2 ON_2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP r CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN �, -S 7$ 42� LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 6 14. ALL CONSTRUCTION TO .MEET TITLE 5 AND LOCAL REGULATIONS, 0 58.0 BENCH MARK--CENTER OF CATCH GJQ. <D 15. OMNI RSF COMPONENTS ONLY - OMNI ENVIRONMENTAL SYSTEMS, INC. 508.548.0343 A layer 10yr 3/3 BASIN = 58.45 GISf0.4' ' TEST HOLE DATE: November 19, 2004 6" sandy loam PERFORMED BY: Ron Cadillac, Soil Evaluator B layer 10yr 5/4 WITNESSED BY: David W. Stanton, RS sandy loam PERC RATE: <2'-00"/inch (C Layer) 36" 55.0 ^�� LOT 1 60.7 SOIL SURVEY(1993): Carver coarse sand fla, C1 layer 2.5y 6/GEOLOGIC MAP(1986): Barnstable plain deposits 52" med. coarse sand � � ��O� � � Exist.Top Found. Invert 56.55 OMNI RSF 66" (1.0% gravel) TOP OF RSF MODULE 58.41 52.5 Q � Existin SEE SHEET 2 C2 layer 2.5y 5/3 cs! Add Effluent Filter 72" band sandy loam EXIST. 4 HIGH CAPACITY 52.0 / INFILTRATORS C3 layer 2.5 6 4 / Exist. ---- _- Existing _ ___-nd Filter " med. coarse sand Prop.Sa D-box 4 Inspection 107. ravel ---------------- _ 1500 Gal. ----- _ _ Port ( gravel) Septic Tank7�i - / / 58'�ROP. FUTURE D 1VE p � 1000 Gal. _ x Slitter Valve P i " no water ----------- / "---------------- ---5 ,3_ �\ P t Recirc.Tank i 24 120 48.0 1 { 1Q' ------____ ' ~ vert \ �� Invert 55.0 i Invert 55.25 j IRExfst�4.94 ' 7' Prop. / Ex. Leach i R i 9 0 \1 \�� �16' I i6' ; g r P / Area from ESERVE 1 5 ,3 1 \ N p N/F 2' TEST HOLE 2 Asbuilt =____ _ 8.0 i QD - K. PETROVEC, TR. Bottom TH2=45.3 DEPTH (inches) ELEV.(feet �!��`_ E= __ 9_1 4 8� DESIGN DATA 0 layer / � JH 2 '/ �_�i A layer 10yr 3/3 / ^ -J sandy loam / Q - -�9 4 _ - 2 BEDROOMS: 2 6" / ^ / Z EXIST. LEACH AREA ._ B _layer loyr 5/4 58,8G QEX/ T Si i PIZCo• UT R DRIVE / --- -GARBAGE-GRINDER; _ __.:_- - - - No _�__ -- - sandy loam / O) ONES x 58.4 REQUIRED MIN. CAPACITY: 330 GPD 42" 57 / O PANG /- ----- - �� sEPnc TANK: t50o GAL. FOUR HIGH CAPACITY INFILTRATORS , 54.4 / Ex. Se tic i WITH 4 OF STONE ON SIDES AND 2 � / BOTTOM LEACHING AREA: 319 SF `6 Tank orn 58' ! / OF STONE ON THE ENDS, AND 14" OF ® 58,45 /ram [(29 x 11 )] STONE UNDER, FOR A 29' LONG BY C layer 2.5y 6/4 / lipSIDE LEACHING AREA: 160 SF med. coarse sand -4 � 59,5 8 311 BY 2 DEEP LEACH AREA. / TH 1 S9,6 i Exist l x 59, �� [2(11'+ 29') X 2' DEEP)] ' D OP (107 ravel \ k FV T DESIGN CAPACITY: 354 GP.D gravel) \ / �/�� [(319 SF + 160 SF) X .74 GPD/SFI > l GARAGE l i p 151,> no water 45.3 N/F "j K. PETROVEK COOPS IN THIS AREA NOT SHOWN 20,30" j E goo o SITE PLAN o� 0 BENCH MARK--TOP PK NAIL SET - FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS IN PAVEMENT 58.61 Glsf0.4' E �TjNG S AN ORIGINAL RED STAMP AND SIGNATURE. DAWN (40'-3' OFF CENTER POLE do 10' OFF E O.P.} O Hoy E N F M . BURT 326 LEGEND A.R. BURT ET UX LOT 1 , 340 OAKLAND ROAD, HYANNIS (BARNSTABLE), MA� o. -�P Tw- PROPOSED TEST WAOTER CATIOSERVICEN, NUMBER � RON M DS c RONAL SS yG s JAN UARY 27, 2005 SCALE: 1 "=20' x 9.5 X�;� EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) J M m N'Es EXISTING CON-TOUR U # 1060 0 p #3`8- PROPOSED CONTOUR .79�� � EM SF o RONALD J. CADILLAC, PIS, RS a/ST E S� Q � UTILITY POLE (IF SHOWN) _ -� � Sq"'TAR P� �� st ���` PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN Ill EXISTING DRAINAGE CATCH BASIN x - FENCE, (IF SHOWN, NOT ALL SHOWN) P.O. BOX 258 TREE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673 (508) 775-9700 REV. 1/29/07--BEDROOMS NOTED AS 2 PROPOSED HEALTH AGENT APPROVAL DATE O2oo5 BY R.J. CADILLAC PAGE 1 OF 2 REV. 8/30/06--PROPOSED OMNI RSF ADDED TO EXISTING SYSTEM I { i 1 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION--UTILITY LOCATIONS SHOWN INCOMPLETE. JOB NO: B04-21 NOTES Burt.dwg I LO 1. LOCUS IS A.M. 271, PARCEL 83. ao CALL R.J. CADILLAC 2. ELEVATIONS SHOWN ARE TOWN GIS t0.4'. Rte 3. 2$ a- 4. ALL LOCUS IN I TO E04" SCH 40,ANDRPITCH DD AT /4AUGUST PER FOOT. (UNLESS NOTED) -o FOR INSPECTION M 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. PRIOR TO BACKFILL 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. v c ai 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".2B oc _, o` 8. IF TWO OR MORE LINES, WATER TEST D—BOX FOR EQUAL FLOW D—BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. \ OU 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SNOT TO CALE COVERS: BUILD UP COVERS TO 6" BELOW GRADE--2 ON TANK, 1 ON D—BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. --x' S8,89 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP x 5&S CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5 AROUND AND UNDER LEACHING 59.6 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 _ 73 4 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN 7 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) _ Q 4'Zx 8,1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 58.0 BENCH MARK--CENTER OF CATCH -6T39 6 g0' A layer 10yr 3/3 BASIN = 58.45 GISt0.4' sand+ y loam 61,12 TEST HOLE DATE: November 19, 2004 6" 58.1 USE 3' MAX. COVER OVER LEACHING. PERFORMED BY: Ron Cadillac, Soil Evaluator REDUCE GRADE IF NEEDED TO KEEP WITNESSED BY: David W. Stanton, IRS sandryl0am/4 'S SYSTEM IN MED. COARSE SAND. PERC RATE: <2'-00"/inch (C layer) 36" 55.0 f 60.48 / // A3 LOT 1 60.5 SOIL SURVEY(1993): Carver coarse sand C1 layer 2.5y 6/ GEOLOGIC MAP(1986): Barnstable plain deposits Prop. Top Foundation "a med. coarse sand ' 1 7) 2 7 0± S• F• Invert 56.55 52 66" (10% gravel) 6 .06 5 .8 Invert 57.25 52.5 4 'HIGH CAPACITY C2 layer 2.5y 5/3 ' x 60.0 57 7 LTIProposed Use Gas Baffle INFILTRATORS 72 52.0 cS! x 5T.9 = ° Invert 54.40 " band sandy loam 0,00 / = Proposed 54.9 / h S=3/8"/ft min. cover C3 layer 2.5y 6/4 ` TOP PEA STONE med. coarse sand / // \� --------------- ---- Proposed S=1 1/8"/ft P Inspection (10% gravel) 58,9 Invert 56.80 1500 Gal. 1 OP PROP. FUTURE D IVE„ 5 ,3 ` �•� 57.7 Proposed Septic Tank �''\ ----__ 2 / _ • i 24" 120„ no water 48.0 / p 1 ---- O 00 i " Invert 54.57 Invert 54.40 / \1 \� N F 6 Stone or Compact Proposed Proposed 71 52.4 59.2 / + RESERVE j 58.97 ----5g- ' ' '; i i rpv i Bottom TEST HOLE 2 15 / O K. PETROVEC, TR. Bottom TH2=45.3 DEPTH (inches) ELEV.(feet) � I � � �� � i w 14, I • l 1 °� rn DESIGN DATA `° 0 57.9 / 5 / 0 layer 3" ' --- CO Alayer 10yr 3 3I $ i O TH 2 �— — — BEDROOMS: 3 " sand loam _ 57,9 6 Y p ►� " 58, i LEACH AREA B layer 10yr.;5/4 p ROP0 i PROP. FUTU E DRIVE — _____ GARBA[E-GRINDER._ _ : _No r _u � _:. u_.. _. _ _ _ ... _:wand loam I 58,80 / CO S D �( REQUIRED CAPACITY: 330 GPD 42" y ;r 57 w / OPARK/ — \X Z Exist. Fence USE 4 HIGH CAPACITY INFILTRATORS 54.4 f NG \ SEPTIC TANK: 1500 GAL. I /' ^'?° _ 7.9 k k WITH 4 OF STONE ON SIDES AND 2 1 BOTTOM LEACHING AREA: 319 SF OF STONE ON 'THE ENDS AND 14" OF 58,53 , ,( 11 I 58,2 [(29' X 11')] '® 58,45 w / (rj 58 r x .. ��, STONE UNDER, FOR A 29 LONG BY C layer 2.5y 6/4 / 27 � ,, 58.1 1 SIDE LEACHING AREA: 160 SF 11 BY 2 DEEP LEACH AREA. 58,71 I / TH 1 /� [2(11 + 29) X 2 DEEP)] med. coarse sand er 58,61 58, �i Deop. / _ ROP• DESIGN CAPACITY: 354 GPD (10% gravel) W 8,1 ... ck FUTUpc [(319 SF + 160 SF) X .74 GPD/SF] 58. 8 21 12 l , �'1 RASE :=�• / q;zzT58.58 � PROP � 582 >>, no water 151" 45.3 I pj i U �':'' _ l w a 8,3 . . ' •N/F 8 58,3 / / I 5 ,5 8.4 , : HOUSE sXFo K. PETRGVEK r / l w 21' / 27, / 0 58.6 _ (rj 58.6 COOPS IN THIS AREA NOT SHOWN / / ;76.20'30„ 58A C) 58,42 �58.7100 SITE PLAN 00, x 58,5 8,9 FOR BENCH MARK--TOP PK NAIL SET "`' :::. THIS PLAN IS A VALID COPY ONLY IF IT BEARS IN PAVEMENT= 58.61 clsfo.4' EXIST/NG. 58 8 AN ORIGINAL RED STAMP ANC SIGNATURE. —3 OFF OFF CENTER POLE do 10' OFF EO.P.) A,O 326 o�sE N�F DAWN M . BURT A.R. BURT ET uxA _ LOT 1 , 340 OAKLAND ROAD, HYANNIS (BARNSTABLEI MA LEGEND Zt1 QF MqP��\ C Mgss9� ` / TH 1 TEST HOLE LOCATION, NUMBER = P® L, y`� ,`> sowkN � JAN U ARY 27, 2005 SCALE: 1 "=20' —P PROPOSED WATER SERVICE = J E c J M , cn ' E OVERHEAD ELECTRIC WIRES (IF SHOWN) p n # 10�i0 #35 �9 9.5 , 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) Fc STERN ( s s o9Z SgNITAR A� °,,.�D SUR��y EXISTING CONTOUR RONALD J. CADILLAC, PLS, RS g PROPOSED CONTOUR 11 ZED ' PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN UTILITY POLE (IF SHOWN) P.O. BOX 258 ® EXISTING DRAINAGE CATCH BASIN WEST YARMOUTH, MA 02673 X _ FENCE (IF SHOWN, NOT ALL SHOWN) (5O8) 775-9700 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE ©2005 BY R.J. CADILLAC PAGE 1 OF 1 f { I j i SEWAGE SYSTEM PROFILE & DETAILS NOTE NOT TO SCALE NOTES ,. RISERS AND COVERS To FINISH GRADE 2. H-10 COMPONENTS AND 1. THIS LOT IS NOT IN A ROOD HAZARD ZONE. SCHEDULE 40 PVC PIPE THROUGHOUT ELECTRICAL HAND HOLE 2. WATER SERVICE LINE SHALL BE LOCATED AND MARKED 3' OMNI RSF COMPONENTS MULCH COVERING NO SUBSTITUTIONS PRIOR TO ANY EXCAVATING AND IV MIN. SETBACK 13R GRASS DISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM 1 1/2' PRESSURIZED 1 1/2' PRESSURIZED 59.0 MALL BE MAINTAINED. 59.3 PVC LINE PVC LINE S-1X MIN. 3. ALL WATER LINES SHALL BE SLEEVED *THIN 4' PVC SCH 59.0 - 40 PIPE FOR 10' ON EACH SIDE OF SOIL ABSORPTION SYSTEM. 59.1 58.4t 4 GROUND ELEVATIONS ARE BASED ON AN 'ON THE GROUND' _ ME - INSTRUMENT SURVEY AND ASSUMED DATUM. MIN.BREAKOUT 5. LOT COVERAGE CALCULATION: °°�o LOT AREA = 15,089 S.F. 1 aw RSF beowc 15' TElt MOo1A PROPOSED DWELLING A:GARAGE = Z007 S.F. 13.3X) LE -I3 S=1 1/,C/ft r I _ 'mot SCM 4a PVC TEES r t it '" 56.55 - O O 55.25 as ee'_ II f B ' r I 55.00 O R AM ZABEL MODEL:Iwo . 54694 I EFFLUENT FILTER � 3' PVC RETURN LINE TO RECIRCUL 54.77 E>Qsr�AaoG-s w ar s ATIf1N . --S=3/16/f t. vi W r, Hama zMW EXISTING 1500 GAL 00 GALLON AATI OW RSF NK j TANK s SEPTIC TA Ilt � S<IBS7fiu11oNS _ MAIN LINE TD 'SAS' i 6' MIN. CRUSHED STONE BASE 52 3 50.5 ASEE GENERAL NOTE *8 1 1,000 GAL. "OMNI RSF"` RECIRCULATION TANK DETAIL NOT TO SCALE NOTES. 3' RETURN LINE FROM FILTER MODULES INLET FROM SEPTIC TANK AND 4' INLET FROM SEPTIC TANK 1•) OMNI RSF RECIRCULATION TANK (NO SUBSTITUTES) PRESSURE GAUD ALL ENTER ON SAME END OF TANK GATE VALVE 3' RETURN LINE FROM FILTER MODULES 2.) PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE. PVC UNION ENTERS ONE SIDE OF FLOW SPUTTER AND PUMP CHAMBER TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR » » EXITS ON OPPOSITE SIDE TO LEACHING FIELD OMNI RSF SAND FILTER DETAIL 3.) TRAVELED WAYS, WHEREIN H-20 LOADING SHALL APPLY NOT TO SCALE 3" _PYC OUTLET 1-1/2' PVC FORCE MAIN =__-- 1-1/2' PVC FORCE MAIN 4) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. j i 1-1 FORCED MAIN TO INLET OF SEPTIC TANK TO RSF MODULE FROM RECIRCULATION TANK 5.) 27 MANHOLE COVER TO BE BROUGHT TO FINAL GRADE. i FILTER CLOTH AC 24 HR RESERVE CAPACITY 6.) INLET AND OUTLETS TO BE SCHEDULE 40 PVC. BUBBLER SYSTEM COVER MULCH,COVERING HAND-HOLE < OMNI RSF BUBBLER SYSTEM HET TEf Tim DR EhT.FILM - ... _p f/4 coma— FLOAT FLOAT NOTES — _ -- -----_-- - __ - - _ - 8E LOCATED --- -_ - r CORD D�HOLE Q1 AWAY�FROM INLET FLOMP FLOATS AREW -, - FLOAT POLE ALL FLOATS TO HAVE C TETHER x. m ZP TIE TYPE J FASIETER 1. PUMP ON/OFF liM OVERRI r CHECK VALVE 2 2 ER DE �YN 11-1 1 C FF� 3. HIGH WATER ALARM TO- f .. - •v t .. .••.- _. •,c. -- SPU FLOW EFFLUMVEMENT ME-40 f ..•'- -T SLOAT V � fFFl11Ef171T PUP FLOAT VALRE .n FRONT VIEW SIDE VIEW Y aAL7t j WE VEw RSF DESIGN CALCULATIONS Sand Filter Media 38" minimum depth FIX #200 sieve, 2mm to 4mm size B-6• Average Daily Flow Flow = 110 gpd per bedroom (per Title V) Wastewater Strength (SOD5 for Residential) = 230 mg/L Pad by data) i Recirculation Ratio&t (variable - od' � 1 � Recirculation Tank Size 15OX of Design Flow (per Title V) SITE PLAN 1.5 x 330 = 495 (Minimum IWO gallon tank) 3, TOP 1EYI Sand Filter Loading Rate Loading Rate (LR) =1150 / BODS k' r(`y[� LR= Loading Rate FLOW SPUTTER r V{t BOD5 = Septic effluent mg/L 1150 = Conversion factor TOP M ,ltso 23o mg DAWN M . 6 U R T / /L = s gpd/ft2 to THIS PLAN 1S A VAUD COPY ONLY IF 1T BEARS S Filter Surface Area (SA) _ (Flow gpd) (Loading Rate kind/ft2) AN ORIGINAL RED STAMP AND SIGNATURE 33 LOT 1, 340 OAKLAND ROAD, HYANNIS BARNSTABLE , MA 330 gpd /5 gpd/sq. ft = 66 sq. ft Required 2 OMNI RSF Filter Modules Required Recirculation Pump Size = Daily Flow + Recirculated Flow + Back Flow 330 x 8 + 10 = 2.650 gpd OF Mq8 ESN OF MqS 2,650-/-24hrs = 110 gal per hour (vala)le cycles - adjusted by operator, Sq �P _ s JANUARY 27, 2005 SCALE: 1 "-201 Use Myers Model /ME4O or Equal (65 gallons/min 0 12 ft. Total.Head) N L ALD 9cyGN Sand Filter Module Setbacks Same as Title V Septic Tank A NOTES # 1060 " #3 779 RONALD J. CADILLAC, PLS, RS 1•) oMrfl RSF MODULES (NO SUBSTITUTIONs). �FG/STEREO o�ESS���� PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 2.) FILTER MODULES SHALL BE COVERED WITH MULCH TYPE MATERIAL S'I N I T A R�P� S U RV E�O ONLY P.O. BOX 258 l 3.) ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. WEST YARMOUTH, MA 02673 4.) -OUTLETS TO BE SCHEDULE 40 PVC. (508) 775-9700 PAGE 2 OF 2 5.) 1-1/2' PRESSURIZED LINE TO BE BACK FILLED BY HAND. 02006 BY R.J. CADILLAC HEALTH AGENT APPROVAL DATE REV. 8/30f06--PROPOSED -OMNI RSF ADDED TO EXISTING SYSTEM I