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Home My WebLink About0023 OLD FARM ROAD - Health 23 OLD FARM RD., CENTERVILLE A=251 - 217 a �IIIn J�gECYC(gpco Z Nop22-153LOR o�Po coNSJ�� HASTINGS,MN t TOWN NSTABLE O F BAR Date: % /3 / is TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF'BUSINESS: r- t'4"+. 02f662, BUSINESS LOCATION: 2 C' INVENTORYtQ MAILING ADDRESS: 2� i�-r f,my e ce-c tPn ii 11e m A no 9 TOTAL AMOUNT: TELEPHONE NUMBER: 1� , '` �� - cia(o ,. CONTACT PERSON: era EMERGENCY CONTACT TELEPH NE NUMBER: �I y 1 ��( MSDS ON SITE? TYPE OF BUSINESS: INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: L, } Last shipment of hazardous waste: Name of Hauler: W`C�Ct.��b °�� Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts(Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) 9u Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials .. :rr:x::a:e-:�..".I.c,e_.a.l..wvu.�nr..�::rn.-t=..:...xa.,.,;sea..nuuu...,-�=,..,-wr..,W..,..,�;�_.,z.'�J.,Boa.•w,•i.�.s.�.r„va.,,n:as....y,.ii....:a...w..�,,...-�..<al.a..T..:r..a.,•_._ .._,...`.,".,...,..,.e....�e+Y.y..,. ".......:..n.:.,•..�m. ,.1,.,_,.N.o,. ,�_..�..v,.:,9u.. .�..,...,_.:.._._. Cow+ YOU Wi5i4 TO OPEN A BUSINESS? Vic, For Your Information-, Business certificates[cost 0.00 for 4 years . business cerliflaate ONLY REGISTERS YOUR NAMFin town [w.hich you must do,by M.Q.L.-it dogs.riot give you.permission to operate, ou mustfirst ob.Iain the.necessary signatures on this form at0 Main St., Hyannis. Take the completed.form to.the Town Clerk's Office,1st FI., 367 Main St., Hyannis, MA 0Z6.01 (Town Hall) and get the Business Certificate that is required by law. / _ DATE:�f Fill in please: IL14 n7j. 'L I � APPLICANT'S YOUR NAME/S. tt•S%i''' 1�. t6'.ta USIN2E�S�S YOUR HOME-ADDRESS ftit:g[P,�Y.i_'i,,�.i•;lif`' ='''r :JC.Ju O � ' ( is '�' 1d'• ar'-1L-�'"��`� • E-MAIL: , NAME OF CORPORATION: TYPE OF BUSINESS l S� a� � NAME OF-NEW BUSINESS I IS THIS A HOME OCCUPATION? - � YES NO 46_ 0 / (Assessing) ADDRESS OF BUSINESS- MAP/PARCEL NUMBER [ 9) When starting a new do i order to be In cgmpl(ence with the rules and regul'etions of the Town a Barnstable. This form is•interid'ed Eo assist you In obtaining the information you may need. You MUST GO TO 200 Main St. - [corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town, 1. BUILDING COM ISMON 'S OFFICE MUST COMPLY WITH HOME OCCUPATION This individus he' b nfo . a f n per it o ire erits t pertain to this type ofbusin'ess. RULES AND REGULATIONS. FAILURE TO ut rized Sig a ure* COMPLY MAY RESULT IN FINES. C ME T 2. BOARD OF E..LT This individual h`aass lj in o dofftthapermit requirements that peFtaln to this,type of business, Au horized Sign�/at&e** ^h L� el-A COMMENTS: C X 3. CONSUMER AFFAIRS [LICENSING AUTHORITY] This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: TOWN OF BARNSTABLE CF 1H E TOy 6�P�' yo OFFICE OF i HAMSTAMF, i BOARD .OF HEALTH MABB. p� op 1639• �� 367 MAIN STREET aMPX HYANNIS, MASS.02601 February 23, 2000 Craig Field BSC Group, Inc. 657 Route 28, Unit 6 West Yarmouth, MA 02675 RE: 23 Old Farm Road, Barnstable Dear Mr. Field: You are granted a variance on behalf of your client Paul Daisy, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 23 Old Farm Road, Barnstable, with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The dwelling shall be constructed in accordance with the submitted house plans (& x 26', 3 bedroom Cape) received on February 14, 2000. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to three(3) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health r�to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct three (3) bedrooms on lots of more than 18,000 square feet in size. This lot is 23,256 square feet in size. Sincerely yours, (usan , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs field DATE: + FEE: • MRMABLE, • MAS& REC. BY Town of Barnstable SCRED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: #23 Old Farm Road, Barnstable Assessor's Map and Parcel Number: 2 51/217 Size of Lot: 23 ,256 S.F. -_ Wetlands Within 300);t. Yes Business Name: No X Subdivision Name: APPLICANT'S NAME: Mr. Paul Daisy Phone 732-536-2423 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Mr. Paul Daisy Name:Craig Field — .The BSC Group, INC Address: 20 McCue Road Addressb57 Route 28 , Unit 6 , West Yarm. Morganville, N.J. Phone: 732-536—�a�� Phone: 508-778-8919 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Section 6 . 00 Groundwater Construct a three (3) bedroom house protection and the 330 in a GP district regulation Checklist(to be completed by office staff`-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,gnaw trap variance renewals[sane owner/lea see onlyl outside dining`dance renewals[same ownerAeasee onlyl,and variances to repair failed sewage disposal systems[only if no expansion to the building proposedD Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ BDRM. KIT a. o 12 X I I` BDRM. 0 BDRM. ioxit LIVING oINi�o ISOX I4� � 12X14 ¢sen � �KI6 STORAGE AREA 32- 0 Plan CA2 The Cardinal 32' x261 .3 Bedroom Cape r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppritation for aigaaf *pgtem Construction Permit Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,?S " FWW XQ Owner' Name,Address and Tel.No. 771 -V 71 C1&47*11j-JV/L4_ 144 -57V4W�Ovte, , Assessor's Map/Parcel r 0al-I jq�- Adl.pogx FLIP., 11�/��'50�Q d4 Installer's Name,Address,and Tel.No i Z Designer's Name,Address and Tel.No. i FXA-M -OTC( drive find pa> P55C &JtLoup Type of Building: Dwelling No.of Bedrooms Lot Size 2$,Z6?4"1- sq.ft. Garbage Grinder( 6) Other Type of Building te'> No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '03 3 0 gallons per day. Calculated daily flow �j 3 gallons. Plan Date / Number of sheets Revision Date Title MwA14& DP�406A-L- 32D Size of Septic Tank Type of S.A.S. Description of Soil 6 tA- p/,2�n Jj j L r_46413 , ?SST p 17- PA-7* h? 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 Certifi- cate of Compliance has beaidd this Boaz f Health �qSigne Date 4 —� 01 Application Approved _ Dater Application Disapproved for the following reasons Permit No. Date Issued J� i� t , ,•� ' 11+LrIGtl'v", .. c" s;..,...' t .0 No...:.'ti+ �(f/ " ' Fee i Entered in computer: ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TO 7 'V" BARNSTABLE, MASSACHUSETTS 2pprtcation for Migpooal bpotem Congtruction Fermat Application for a Permit to Construct�<)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Own Name,Add ss and Tel No. GC-urrcl�v/� 1",4 fiM Uti�� Assessor'sMap/Parcel Mg 1f2+ Atc (, r�jj 19�- A11LPoA,:r Fb.. #)eAAidt t,, IJA 6&KpQ Installer's Name Address, d Tel. Designer's Name,Address and Tel.No. ., . �5O( roLorl &M S% fj-"G 1�tf20up , i Nc` - I-1AR-ST&15 Mllc.st MA_ -771_ 9399 W•`�AMaT14, /ILIA-_ Type of Building: t Dwelling No.of Bedrooms Lot Size V3,2-6�• sq.ft. Garbage Grinder(N b) Other Type of Building No.of Persons Showers( ) Cafeteria( ) "Other Fixtures Design Flow 0 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title 41114 6k_ Size of Septic Tank 1 CJ0 69A'4- Type of S.A.S. 44PI /v-6 C(41I y 6&?-s F Description of Soil S QL , x 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ed this Boar f Healt .,c. Signed � i Date - Application Approved .? �-' �' t/ Date E'17 Application Disapproved for the following reasons Permit No. Date Issued � �'`"� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance , THIS IS TO CERTIFY- at the Owsite Sewage Disposa0 stem Constructed( )Repaired( ),Upgraded( ) Abandoned( )by at ✓ '/ ' '% -�'� ' has been constructed in accordance with the provisions ofll'ile 5 and the for Disposal System Construction Permit NoWl!r dated' Installer -�- "" Designer The issuance of this permit shall not be construed as a guarantee that the system/will function as�"designed. { Date `� j I 1 a l Inspector v --------------------------------------- No. ,�s 's r7"�'� / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 30topo0al *p6tem Conotructton Fermat Permission is hereby granted to Cons t(G'�Rer( )Upgra Aba��n( ) System locate at •�! �/� 4�r-� Cam._ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to I. comply with Title 5 and the following local provisions or special conditions. Provided:Constructiop mu t be completed within three years of the date of e Date: / '% 0) Approved b TOWN OF BARNSTABLE CF?NE p0� OFFICE OF BA'HN9T X : BOARD OF HEALTH f NAB& 0 vo i639• �� 367 MAIN STREET HYANNIS, MASS.02601 February 23, 2000 Craig Field BSC Group, Inc.. 657 Route 28, Unit 6 West Yarmouth, MA 02675 RE: 23 Old Farm Road, Barnstable Dear Mr. Field: You are granted a variance on behalf of your client Paul Daisy, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 23 Old Farm Road, Barnstable, with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The dwelling shall be constructed in accordance with the submitted house plans (32' x 26', 3 bedroom Cape) received on February 14, 2000. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to three (3) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health pnor to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct three (3) bedrooms on lots of more than 18,000 square feet in size. This lot is 23,256 square feet in size. Sincerely yours, usan G. Ra R.S: Chairperson Board of Health Town of Barnstable SGR/bcs field D Bk 13725 Pg42 #24783 B 04-13 OARD OF HEALTH DEED RESTRICTION —2001 @ 09 = 26a WHEREAS, DRAGOLJUB STAMENKOVIC AND TOMA STAMENKOVIC, of 34 Sylvan Drive, Hyannis, MA 02601, are the owners of 23 Old Farm Road located at Centerville, MA 02632 and being shown as Lot 2 on Barnstable Land Court Confirmation Plan 35892-A as recorded at Barnstable County Registry of Deeds in Plan Book 237, Page 17. WHEREAS, Dragoljub Stamenkovic and Toma Stamenkovic as owners of said lot have 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 variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, 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 lot 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, Dragoljub Stamenkovic and Toma Stamenkovic do hereby place the following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: Lot 2 on Barnstable Land Court Confirmation Plan 35892-A as recorded at Barnstable County Registry of Deeds in Plan Book 237, Page 17, being street number 23 Old Farm Road Centerville, MA 02632 may have constructed upon the lot a house containing no more that three (3) bedrooms. Dragoljub Stamenkovic and Toma Stamenkovic agree that this shall be a permanent deed restriction affecting 23 Old Farm Road Centerville, MA 02632, and being shown on Plan recorded at Barnstable County Registry of Deeds as Land Court Confirmation Plan 35892-A as recorded at Barnstable County Registry of Deeds in Plan Book 237, Page 17. For title of Dragoljub Stamenkovic and Toma Stamenkovic see deed in Book 13470, Page 197. Executed as a sealed instrument this 1 2.. day of April, 2001. Dragoljiu Stamenkovic l Toma 'ta enkovic COMMONWEALTH OF MASSACHUSETTS Barnstable, ss i Z , 2001 Then personally appeared before me the above-named Toma Stamenkovic and acknowledged the foregoing instrument to be his free act and deed as aforesaid, before me A�z L Notary Public- Zj�e)02� P My commission expires: --- _ -- --- - -- - -..-- --------- - ......_ _ .._....__. � II' C - - � � /� / / I -t��l.l�r ��'�- Jlo I _.� ;,o, �5/�•f'�vn�,D�,.• GI%I L i l ar Q vrW t-� T W �I G- N ur 4. I4 2' K GLoi T :� M r,. - ----- I --- - -- -- -- ------ ---- --- -- -.... - - 1G3� � j 1®•`— ,� r�RGN J I ---- -- -.-..-. -- - ------- -�P�a .'ic�feaithfi<rvts - _ Town of arnsfa __-- v�°=1�-�Hyannis;Massachusetts 02601 Fax(508)775-3344 Phone'(508 790-6265 T�H u� -,iP- >zD Y. -� rlini*eizv,l ya I� 21�•o I. il�-c III-o 21�c� Ic� - ----- I (5 - Ll ® , AI 1 4-o ✓IiAI�'I�hIKCVIG= "�S�I•IGV GzrRm .11� i 64. TOWN OF_ABARNSTABLE / & LOCATION Z 3 QZV�r'V1 R-0 • SEWAGE # ZC-W ?- [� VILLAGE G �Ye°w/Ile- /ASSESSOR'S MAP & I OT �fyZf 7 INSTALLER'S NAME&PHONE NO. AN-�10101/69&WSJ. SEPTIC TANK CAPACITY 64L LEACHING FACILITY: (type) 3 —Celllee 3,0 .f (size) /2 X?s'42 1 NO. OF BEDROOMS 3 BUILDER OR OWNER /14 PERMITDATE: 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 Ile el-c �rygo i i i � !tiB�®� �O/�P. Q O ° /OG�6 71° 3 � �. r � _ - - - - - - j � t , � , _ — — - - - _ LsQs�� TOWN.0F.BAkNSTt 3 x y � r LOCATION SEWAGE VILLAGE G �U � ASS') SSOR'S MAP.&LOTS` �Zf 7 '• INSTALLER'S NAME&PHONE NO. '7 SEPTIC TANK CAPACITY' SOD "GAL LEA.CHIN.G FACILITY (type) 3 'G' /� °� 3 s :(size) 42 X2F'42 p. biQ-OF BEDROOMS BUILDER OR OWNER zo It. PERMITDATE: L h 31D/ COMPLIANCE DATE SeparatioIn Distance:Between the ':'Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet. Pntvate Water Su ply.We11 and.Leaching Facility (If any wells exist on site!or wi.-1i 200.feetpf leaching factLty) .Feet,111 Edge of Wetland and Leaching Factlrry (If any wetlands exist: within 300 feet of ie.achiog facility) Feet n ; Furnished by [ 1 l ~+ Y s -� r t, 77 y. • REVISIONS 1',500 GALLON W/FAST DISTRIBUTION BOX DETAIL: NOT SCALE LEACHING DETAIL,'. NOT TO SCALE DESCRIPTION "SOIL TEST PIT DATA: P-.6.325 : SEPTIC, TANK DETAIL: , NO. DATE NOT TO SCALE NO. OF OUTLETS 5 26.25' •TEST P IT #1 TEST PIT #2 FINISH ED GRADE 0 0 0 0 0 0 0 0�o 000 0 0 0 0 0 00 0 0000 000 0 0 0 0 NOTES: 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE SCHIED. 40 PVC -0 _O 0 0 0 0 0 0 0 0 0 0 o 000 0 0 0 0 0 95.3 94-4' REINFORCED CONCRETE. TEES TO BE UNDER MANHOLE COVER. 0 GRD. EL. GRD. EL. REMOVABLE 2' WALLS 0 oc -ROTONDO OR NOTES: oi , PERFORATED 4" PVC PIPE 87.2 (ADJ.) 86.8 DJ) GW. EL. 09 GW. EL. 2. SEPTIC TANK TO WITHSTAND H-20 LOADING 5. RECOMMENDED MANUFACTURER COVER 00 0 APPROVED EQUAL. 1. DIST. BOX TO WITHSTAND H-10 LOADING 0 0 52" 12' 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. VENT PVC BARRIER UNLESS UNDER PAVEMENT..DRIVES OR' ' 00 0 9 TO AIR BLOWER 0 0 TOP & SUB SOIL TOP & SUB-SOIL 24" OCAST IRON TRAVELED WAYS WHEREIN H-20 LOADING 0 o 0 00 0 0 C, 0 0 0 0 0 0 0 0 0 0 00 0 0 n 0 2 0_0 0 0 5 .2 2P INDICATES BROUGHT T ST 0 0 0 0 MANHOLE COVERS lt� 15- SHALL APPLY. . 00 0 0 CPO 000 000 000 000 0 0 OV I 'TT T, 0 FINISH GENERAL NOTES: EL 92.1 PERC. GRADE, 80# MIN. 6* 2. PROVIDE INLET TEE OR BAFFLE WERE' 35' 3f- .3#- TEST PRECAST CONCRETE \1 2-MI COVER 5,5-. OUTLETS 8 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND 16"60 4.',d LEACHING CHAMBERS EL 92.3 SEPTIC TANK 2" MIN. IN PUMPED SYSTEM. PLAN VIEW CONSTRUCTION OF THE SEWAGE COVER lb 'DISPOSAL FACILITY ONLY.. 40- 4f- V 1W Uri 2- 3. FIRST TWO FEET OF PIPE OUT OF DIST. FAST UNIJ, 130TTOM ON LE 2. ALL CONSTRUCTION METHODS AND 51- 50- 101-00 - TO BOX TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS. T7 r STABLE BASF , D.E.P TITLE 5 AND LOCAL, BOARD CRUSHED 18. -SECTION /2 4. RECOMMENDED MANUFACTURER-ROTONDO Y!,MAX. 0 CTED FILL ,36" MAXIMUM, 12 MINIM M CROSS OF HEALTH REGULATIONS. 6p- 6'- !t� t3 STONE BASr CLEAN MEDIUM SAND OR APPROVED EQUAL' 0 0 0 o 0 0 000 0 0 0 0 0 .3.�ALL PIPES LOCATED UNDER'PAVEMENT 6" WIDE 3" LAYER CLEAN M E*DIUM SAND 0 0 0 0 o0v 0 0 000 0 o 7*- BAFFLE 7 6. ALL PIPE CONNECTIONS AND CONCRETE OR TRAVELED WAY SHALL BE SCHEDULE 71- W .1 5'-lw PEASTONE REMOVE 0 V INLET CONSTRUCTION SHALL BE WATERTIGHT. HIGH 000 0 40 OR EQUAL t V _Z_ T E E 4'-O*MIN. 60-1* 1 1 . 30'.5" :To, 00 DENSITY NNOO U 0 R 8#- EL 86.8 4! 5* 30 1/2- 6. FILL A UNSUITABLE 4..THERE ARE NO KNOWN PRIVATE WELLS 8* 6w DIA. ALL UNUSED KNOCKOUTS WITH MORTAR. 24 POLYETHYLENE 6'-0 LIQUID Q - EL 87.2 ORIFICE DEPTH Cb MATERIAL,FOR LOCATED,WITHIN 150'FT. OF THE go OUTLET-J 00 CULTEC 330 0 9 00 12' 0 0 CHAMBER IF.APPLICABLE ANY KNOWN WELLS PROPOSED WITHIN (D 15 1/2* EFFEC. LEACHING V ALL AROUND PROPOSED LEACHING FACILITY NOR :;i 24' MIN. TEE DEPTH 0 EL 84.9 10, 1 PRECAST MST. VOO 000 6 150'�OF ANY KNOWN LEACHING FACILITY. UIN I I ' - 5. WITHIN LIMIT OF EXCAVATION REMOVE 'INDICATES I Boy 1 1/2- EL 85.3 :;ot 74.1 of 3/4 OBSERVED BOTTOM ON LEVEL STABLE BASE 4 ' WASHED STONE ALL TOPSOIL, SUBSOIL AND OTHER, (,ek, V 46" N7 6' 52" - IMPERVIOUS MATERIAL. GROUND WATER PLAN MEW 12' 6" MIN. 3/4- TO 12 12 CROSS-SECTION MEW 22* 6. REPLACE 'MTH CLEAN WASHED SAND 1 1/2- STONE 17 1/2 OR OTHER CLEAN GRANULAR SOILS DATE: DATE: INDICATES FtAN CROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWING 1/13/87 1/13/87 ESTIMATED SIEVE ANALYSIS: SEASONAL HIGH TEST BY: TEST BY: GROUND WATER 10% (MAX) BY WT. SHALL BRUCE MURPHY- BRUCE MURPHY PASS No. 50 SIEVE INVERT ELEVATIONS. <10 % OF No. 4 SIEVE SHALL WITNESSED BY: WITNESSED BY: PASS No. 100 NANCY LEITNER NANCY LEITNER NOTE: TOP OF FOUNDATION 98.0 <5 % OF No. 4 SIEVE SHALL f PASS No.' 200 PERC. RATE: PERC. RATE: 96.2 SOIL TESTING TO BE DONE PRIOR TO INSTALLATION 4" INVERT AT BUILDING UNIFORMITY COEFFICIENT 0 No. 4 2 MIN./INCH 2 -MIN./INCH TO CONFIRM SOIL LOGS BY OTHERS. RESULTS TO BE 4" INVERT AT SEP11C TANK (IN) 96.0 SIEVE </=�6.0 SOIL EVALUATOR SOIL EVALUATOR PROVIDED TO DESIGN ENGINEER AND PLAN MODIFIED 7. EXISTING UTILITIES WERE SHOWN N N/A IF NECESSARY. 4" INVERT AT, SEPTIC TANK OUT 95.8' IN THE DRAWINGS ARE APPROXIMATE. SOIL CLASS: SOIL CLASS: 47 INVERT AT DIST. -BOX (IN) 94.6 ,,THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND 4" INVERT AT DIST. BOX, OUT COORDINATING THE PROPOSED CON-94,4' STRUCTION ACTI)ATY.WTH-DIG-SAFE AND THE APPLICABLE UTILITY L.T.A.R. L.T.A.R. LEGEND COMPANY AND MAINTAINING THE '0.74 G.P.D./SQ.FT. 0.74 G P.D./SQ.FT. INVERTS AT LEACHING FACILITY: EXISTING UTILITY SYSTEM IN SERVICE. DIG-SAFE SHALL BE NOTIFIED PER 50.9 X SPOT ELEVATION THE STATE OF MASSACHUSETTS SMH0 SEWER MANHOLE 4" INVERT AT BEGINNING STATUTE CHAPTER 82,'SECTION 409 DATUM TM H (1) TELEPHONE,MANHOLE to. OF LEACHING, CHAMBER . 94.2 AT,TEL 1-800-322-4844. THE VERTICAL DATUM: ASSUMED. UPTru, UTILITY POLE / TRANSFORMER 0 LA ENGINEER DOES NOT GUARANTEE O. 0 THEIR ACCURACY OR THAT ALL BENCH MARK USED. TOP N/F OF CONCRETE BOUND UTILITY POLE UTILITIES AND SUBSURFACE STRUCTURES -E- ELECTRIC LINE STUART & DEIDRE EVELAND ARE SHOWN. LOCATIONS AND ELEVATION 96.1 ASSESSORS MAP 251 97 ELEVATIONS OF UNDERGROUND UTILITIES o EHH ELECTRIC HANDHOLE ELEVATION AT BOTTOM PARCEL 218 0 TAKEN FROM RECORD PLANS. THE ,,- 0 GMET GAS METER 92.2or- Or LEACHING CHAMBER CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVE NOT TO SCALE G- GAS LINE f.. LOCA U PROFILE'. F. AND STRUCTURES AS REQUIRED PRIOR GV GAS CATE ADJUSTED GROUNDWATER . 87.2' TO THE START OF CONSTRUCTION.'. EL-98.0' • N/F FIRST PIPE LENGTH • WV \ O TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL WATER GATE tk 96 MYRON SEARS • 8. THIS SYSTEM IS NOT DESIGNED FOR • EL-97.2'. 6" OF FINISHED GRADE. FOR MIN. 2. FINISH'GRADE -W- WATER LINE 1-0 ASSESSORS MAP 250 THE USE OF.A GARBAGE GRINDER. PARCEL 122 A GARBAGE GRINDER IS NOT 2" MIN.- EL=95.4' TEST PIT 4� RECOMMENDED DUE TO RECOGNIZED 4" PVC (PERF) E S I G N CRITERIA: ADVERSE IMPACTS TO THE LEACHING C3 FACIU'rY. P 4' P LEACHING CHAMBER SCH 4' PVC SCH \ 0 DESIGN FLOW: FAST 0 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. 1a96. 97 2' 1=94. Q, 0 6w 1-94.6' In, 1=96.0 j 5 OUTLET.1=94.41 DIST. BOX L 0 T 3 0 \ -� o 1,500 GALLON (P) 51 -V SLAB EL 97.2\ REQUIRED SEPTIC TANK: PRECAST CONCRETE SEPTIC TANK W/.FAST 6* STONE BASE ADJUSTED GROUNDWATER 440 X 200% AL. 880 G ELEVATION 87.2' SEPTIC TANK PROVIDED: 1500 GAL. The BSC Group, Inc. PROP SED 4 BEDROOMJ%,6 - DWELLI�G CURRENT OWNER: PAUL -DAISY SIZE OF LEACH ING FACILITY REQUIRED: < 657 -ROUTE 28,T. (UNIT :'16)' TITLE REFERENCE: DEED BOOK 3393, PAGE 011 DESIGN PERC. RATE: 2 MIN./ INCH ELE010 WEST YARMOUTH,.' ,MA : -02673 LONG TERM APPL. RATE 0.74 G.p.D/S.F. PLAN REFERENCE: PLAN BOOK 185, PAGE 75 LOT. 21 �.(508) , 778-8919 � N/F S MAP: 251 BLOWER ASSESSOR 'PETER CYNTHIA OLOTKA TP#1 97 PARCEL:- 217 23 , 256 S . F* ASSESSORS MAP 230 PROJECT, TITLE: RESIDENTIAL ZONE: RD-1 PARCEL 115 CONCRETE SETBACKS: FRONT 30' • SIZE , OF LEACHING FACILITY PROVIDED: BOUND ooe 1 500 GAL SIDE, 10 FOUND SEPTIC TANK SEWAGE DISPOSAL' REAR 1 Do Ca /FAST SYSTEM 440 GPD + 0.74 SF/GPD 595 S.F. C) MINIMUM 'LOT SIZE 43,560S.F. '00. 1,0), o' SYSTEM .,, ,DESIGN LO C-) USE HIGH DENSITY POLYETHYLENE GROUNWATER OVERLAY DISTRICT: CID LEACHING CHAMBERS l2,*X2X35' 2 SIDE WALL 2(12,*+35") X 2 = 188 BOTTOM 12" X 35' 420 #23 , "P .4 M SPECIFICATIONS FOR THE SMITH & LOVELESS 608 S.F. Cn OLD FARM ROAD M "FAST" TREATMENT SYSTEM 450 , GPD 608 S.F x 0.74 SF/GPD o . 6ARNSTABLE GENERAL: The Contractor shall furnish and install one (1) single home "FAST" 0., to 0 �xl "D" system 'Complete with polyethylene enclosure, PVC filter ter media, blower 4- 0 treatment BOX 11%OF r1b 'NO SCALE C) assembly, draft tube assembly, sidestream attachment for recycle, discharge line VQ "o LOCUS PLAN: assembly, controls, alarms, ventilation system, and all other appurtenances required for CD DAVID J. C> . proper installation and operation. CRISPIN to , to 0- Of CIVIL TREATMENT SYSTEM: The system shall be a single home "FAST" treatment system No.32112 Cn Cn with a rated hydraulic capacity of up to 1350 GPD as by Scienco/Fast of CRAIGA. Cn N FEW S"k St. Louis, MO, equipped with waste recycle back to the settling zone of the septic tank N/F WNW 132 for DENITRIFICA110N. FITZJOHN McCANN Cu ASSESSORS MAP 250 CONTROLS: Controls for the s tem shall be mounted in a NEMA 1 enclosure located YS N/F PARCEL 048 so and shall be as 00 BENCHMARK PREPARED FOR. - within the-basement of the residential dwelling, as noted on the plan JOSEPH & CATHERINE DIMAUR clu CONCRETE LOT 1 C\j detailed on the plans. ASSESSORS MAP 230 Mr. PAUt DAISY BOUND SHALLOW,./'. ' PARCEL 116-002 EL 96.1' a The alarm system shall consist of visual and audible alarms to indicate failure of the POND '20 McCUE ROAD WEQUAQUE V blower assembly. The Visual system consisting of both Visual and audible alarms shall LAKE MORGANVILLE, NJ 07751, be ,wired into the system control. The location of these alarms shall be approved by the �OLD FARM be equipped with a silence switch for PLAN VIEW ROAD 1� DATE: , 12/22/99 Owner and the Engineer. Each audible alarm shall manual silencing of the alarm horn." -CO P./DESIG LU VARIANCE REQUESTED: N: ,K., HEALY LOCUS, SCALE: 1' 20 FEET "FASTTM" CHAMBER: The "FAST" system shall. be situated in he septic tank of the CHECK: D. CRISPIN co system, -as shown on the drawings and specified herein. , The "FAST" system and TOWN OF BARNSTABLE: 28 e DRAWN: K. HEALY septic tank shall be delivered to the site as one unit. The Contractor shall provide 0 10 20 40 FT. FIELD: P.H. A.D., TO ALLOW A 4 BEDROOM SEPTIC SYSTEM IN A GP ZONE coordination between, the "FASTTM" system and septic tank suppliers with -regards to M WITH A "FAST" SYSTEM.- 1 . fabrication of the septic tank,, installation of the "FASTTM" system, and delivery to the FILE ,,NO. 8131-SEP.DWG co site. DWG', NO. 5185-41 C_ I I OF 1 roor lk M 0 004 D04 D04 D04 N 7N rk_77� 0 P!00 4" r LEA -94.2'//_*'0' 92.2- cn6 -JOB �NO. 8131.00