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HomeMy WebLinkAbout0309 SCHOOL STREET - Health 309 School Str&ft • \I .O TOWN OF BARNSTABLE �- LOCATION .SGAgy/ 5"t SEWAGE# 0200/ f9� VILLAGE ® v;¢ ASSESSOR'S MAP&PARCEL 09,011Y5 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) A 5'002 (size).2 S''Xlo?.83 X R NO.OF BEDROOMS .3 OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist 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 I �3v�r s4ti®�l s�. of Aov5e A r. .. r all- 3.7- 5"9' ti No. . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS y Rpplicatton for �Bigo!6al *pztem Conztructton Permit Application for a Permit to Construct( ) Repair(�ade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. ".309 5;�kw( Sl/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel "2-0 -- 1 33 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. —:57C- Type of Building: Dwelling No.of Bedrooms Lot Size I—LIg Z22,3 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 ) Son Type of S.A.S. Description of Soil )LIE OD ,As 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 rd f Health. Signed Date Application Approved b Date D 6 vApplication'Disapproved by: Date `Tor the`following,reasons Permit No. "206(0 Date Issued No. � ,, ! Fee C.J > THE COMMONWEALTH OF MASSACHUSETTS Entered ./� 4 • , . .PUBLIC HEALTH DIVISI®N TOWN OF BARNSTABLE, MASSACHUSETTS Yes application f or Wi!5tlog&1 ffiV!5tem Con5truchon Permit ' Application for a Permit to Construe Repair((-J `g ade O Abandon O Complete System ❑Individual Components Location Address or Lot No. s( ( SL Owner' Name,Ai jdr-ess,,,,,-dd-Tel.No. �a �- �^ t ��'t� i'i� / �t 1' ' ' Assessor's Map/Parcel 26 - 1 3 j ` I Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: V Dwelling No.of Bedrooms Lot Size Z 3 sq. ft. Garbage Grinder ( ) Other Type of Building 45,J t4t d No.of Persons Showers( ) Cafeteria( ) Other Fixtures " Design Flow(min.required) D :w gpd Design flow provided gpd " Plan DateNumber of sheets Revision Date Title Size of Septic Tank Got) Type of S.A.S. Z C-14C1J,- S 2 `% z s' Description of Soil ► zt r� aQ '� - M� Y'" Nature of Repairs or Alterations(Answer when applicable) Date last inspected: -Agreement: _ 4 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 l rd ,f Health. Signed � C Date Oy- (7Il� f Application Approved b Date v G Application Disapproved by: Date y u for the following reasons "N Permit No. 2Z6(9 `1 Date Issued TUE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS "Certificate of Compliance THIS IS TO CERTIFFY,,that the On-site Sewage Disposal System Constructed ( ) Repaired ( y Upgraded ( ) Abandoned(Q)by P lei r� y at / GA OO( ��✓ has been constructed in accordance with the provisions of lTittlle 5 and the for Disposal System Construction Permit No. 2M6 111 q dated � J( . ,.� Installer 0-?1-0 Designer "�' e) r!0 #bedrooms Approved design�flow V UV gpd The issuance of this berm' shall not be construed as a guarantee that the system will,funbt'iioon as designed. Date (� I1.• Inspector 1r1N'�6 l ty No. ©��' ! 8 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS M!gpogat i§pgtem Con!5trUCtton Permit ` Permission is hereby granted to Construct ( ) Repair (j,.,!Upgrade ( ) Abandon ( ) System located at 30 Sc�av and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date I Z /0 �° Approved by Town of:Barnstable '"E ,.o Regulatory Services . Thomas F. Geiler,Director MAS& Public Health Division sss� �0 Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office:.508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 8 —ZLo to Sewage Permit# ,?006-/Y$ Assessor's MaplParcel Za 13 Designer: Installer:DO VLh ' 42 CANTERElURYf L,gNSOCIATES E - Address: EasT FeI M01 iTu M Address: �� �OX j 3 608/640.2634 On was issued a permit:to install a (date) (installer) septic system at log t,4-�oo L based on a design drawn by (address) Uri. A 5 s t- dated / (de "goer) R V certify that the septic system referenced above was installed substantially g accordin to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required)_was inspected and the soils were found satisfactory. I 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. Stripout(if r d)was inspected and the soils were found satisfactory. Q`Yii OFAf, g CHRISTINE FAIRNENY ^ (Installer's Signature) " Mo. 9;6 a, U QSTE J. : . Ff,/ST E A A DOYL� s SANITWP� (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. - CERTIFICATE OF COMPLIANCE WILL-NOT BE ISSUED UNTH, BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 03-09-06.doc Barnstable Assessing Search Results Page 1 of 2 Home: Departments:Assessors Division: Property Assessment Search Results New Search 309 SCHOOL STREET Owner: 2006 Assessed Values: PARKER, NATALIE P& Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $85,500 $85,500 020 /135/ Extra Features: $5,800 $5,800 Outbuildings: $0. $0 Mailing Address Land Value: $200,500 $200,500 PARKER, NATALIE P& PARKER, RICHARD J Totals $291,800 $291,800 154 TOWER AVE NEEDHAM, MA.02494 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $55.24 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commei Cotuit FD Tax(Residential) $388.09 C.O.M.M.-All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Residential) $ 1,841.26 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other R; 1N Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 Total: $2,284.59 Construction Details Building Property sketch Legend Building value $85,500 Interior Floors Hardwood Style Ranch Interior Walls Drywall Model Residential Heat Fuel Oil Grade Average Minus Heat Type Hot Air Stories 1 Story AC Type None Exterior Walls Wood Shingle Bedrooms 2 Bedrooms Roof Structure Gable/Hip Bathrooms 1 Full http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=pa... 4/28/2006 E Barnstable Assessing Search Results Page 2 of 2 i Roof Cover Asph/F GIs/Cmp living area 961 ; Replacement Cost $104303 Year Built 1958 Depreciation 18 Total Rooms 5 Rooms k 3... Land Lot Size(Acres) 0.31 Appraised Value $200,500 s. I Assessed Value $200,500 Interactive Property Map: Map requires Plug in: I have visited the maps beforer * Show Me The Map April 2001 photos available � � Sales History: Owner: Sale Date Book/Page: Sale Price: PARKER, NATALIE P& Jun 15 1988 12:OOAM 6331/177 $ 1 PARKER, NATALIE P 1205/376 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,500 $2,500 BGAR Bsmt Garage 1 $3,300 $3,300 Property Sketch Legend $AS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse E UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) i k http://www.town.bamstable.ma.us/assessing/assessO6/displayparce106.asp?mapparback=pa... 4/28/2006 Health Complaints 30-May-06 Time: 12:30:00 PM Date: 5/15/2006 Complaint Number: 18810 Referred To: DONALD DESMARAIS Taken By: TINA FONTAINE Complaint Type: TITLE V SEWAGE Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 309 Street: School Street Village: COTUIT Assessors Map_Parcel: Complaint Description: Sewage is still overflowing onto the ground at said location. They had already file a complaint with us. A letter was sent out to the owner on April 27, 2006. See attached letter for more details. Actions Taken/Results: DD went and saw that sewage was still on ground. Called owner and told him the order letter said that it must be pumped and kept from overflowing. He said he was unaware the letter said that. I told him to pump it immediately. If not done in 24 hours will issue ticket. DD went by and saw sewage on ground again 5/30/2006. Called and left message to have tank pumped again immediately. Investigation Date: 5/16/2006 Investigation Time: 2:45:00 PM 1 Teawn of Barnstable P# Dep"invent of.Regulatory Services z Public Health Division Date `Y - -- xa `off 200 Main Street.Hyannis MA 02601 i Date Scheduled ! `r' Time / Pee Pd. �.` ,Soil Suitability Assessment for Sewage Dis osal l Perfo. ;,ed By �1: ..% Witnessed By: f r LOCATION & GENERAL INFORMATION \ LAcaii n Addr Owner's Name ess Address Assessor's Map/Pgtoel: 0 ® �-"N gineer'sName t` �'\,•;, NEWCONST ItMN REPAIR Telephone �, l7 `l;�L Land Use T( -���7 iioe-(76) Z - \ Surface Stones ---r Distances from: Open Water Body Ift Possible Wet Area ft Drinking Water Well 11,6u _ft Drainage Way 0fF Property Line f[ Other R i SKE'CCH:(street name,dimensions of tot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) i Icb� � -: 141 gt-34 ^ , Parent material(gedlogie) Depth t0 Bedrock Depth to Grouodwajer: Standing Water in Hole: Weeping'from Pit Faae Estimated Seasmailligh Groundwater f:l� ► r✓ G t S t�w.lill�l, D t'ERMINAMN FOR SEASONAL HIGH WATER TABLE Method used: 1& lt►. Depth to sell moWas: ln. Depth waved standing in otis.bole: p f[• Depth toiweeping from side otahs.hole: ,.k.,- in. oroundwata Adjustment Index Well M Reading Date ^ x: iVel1 Icvel Adj.Groundwater l.uvgl,..... i Pk ACOLATION TEST' Date' .TIM Observation L i Time at 9" Hole q --1— 4 8-f ,L g Time at 6" .-- Depth of Perc �•�•-- 'Time(9"41 Start Pfe-soakTime.@ N- f� End l :-soak �v=s�L- -1Ct% =� �t��'1.�C>:'►d'�'�' ' L �c� ��-a •. � L Z Ziw .� Rate l :inAnch / Site S itability Assessimt: Site Passed_ Site Failed_ Additional Testing Needed(Y/N) t /' Original: Public HeWt Division s < Observation Hole Data To Be Completed on Back- --- ***If percolation test is to be conducted within loo, of wetland,you must first notify the Barnstable C4dservation Division at least one (1) week prior to beginning. DEEP OBSERVATION HOLE LO ' Hole#_ Depth from Soil Horizon Soil Texture .Soil Co!,,-r Soil er Surface(in.) (USDA) (Muri ;'l;; Mottling lk (Structure,Stones,Boulders. of sister ncy.%Gravel) L� u �z -`'r pia r• .. — :DEEP OBSERVATION HOLE LOG. Hole# --C Depth from Soil Harimn Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Hansel= NOU&g (Structure,Stones,Boulders. Gravell ;DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stories,Boulders Consistency,%Gravel) E — • ,i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture 'Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlink (Structure,Stones,Boulders. Consistent ravel r Flood Insurance Rate Map: Above 51D0 year flood boundary No_ Yes Within 500 year boundary No. Yes YAthin 100 year flood boundary No Yes Depth of Natull,911v Occurrin Pervious Material Does at least fo r feet of naturally occurring Pervious ter/ial axis►in all areas observed throughout the area proposed Or the soil absorption system? -- If not,what is the depth of naturally occurring pervious material? Certification I certify that on. (date)I have passed the soil evaluator examination approved by the Department of l nvironmental Protection and that the above analysis yr:.:,.performed by me consistent with . the required training.ex 'serdexrience described in 310 CIvr, ,017. Signature QMEPTICIPERCFORM.DOC SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we Can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 19 ❑Yes 1. Article Addressed to: r t/ If YES,enter delivery.•address below: i❑No I 3. Service Type r� / Certified MailzpfQsS�iAil I v 9`! �DtRegistereq Pr Return Receipt for Merchandise ❑ nsured Mail ❑C.O.D.,, t 4. Restricted Delivery?(EXtra Fee) ❑Yes 2. Article Number 7004 2510 0002 6231 0276 I (Transfer from service label) PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE 911 4;,030s=rA&%F%e "MIUM4, Permit No.G-10 t;—I. St.L —A4gu < <stSw I • Sender: Please print your name, addressr Pinj'Affinboz 0 W-,(\ c3,P �c- 0�(5 a Certified mail: 7003 1680 0004 5458 3374 Town of Barnstable Regulatory Services nnRrMABM 9 MASS. ,� Thomas F. Geiler, Director d0 t639. Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 27, 2006 Richard Parker 154 Tower Ave. Needham, MA. 02494 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE & 353-9-DISCHARGE ONTO GROUND PROHIBITED. On April 27, 2006, Health Inspector Donald Desmarais, R.S. investigated a complaint regarding sewage odors at the property owned by you located at UQ9 Samorst,""Cotud The following violations of 310 CMR 15.00, the State Environmental Code,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and the Town of Barnstable Code were observed: 310 CMR 15.303(1) (a): Septic system is in hydraulic failure. Sewage was observed { overflowing onto the ground. Town of Barnstable Code 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many. times as necessary(daily if needed)to keep it from overflowing onto the ground. (2) You are ordered to obtain a septic design engineer to design the repair plans for the failed septic system at said location and apply for a septic p ermit w ith t he Health Division within thirty(30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. QAOrder letters\Septic\339 Pitchers Way.doc ,-a r PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, CHO, RS Director of Public Health Q:\Order letters\Septic\339 Pitchers Way.doc <t A personal note... tc. aito oaf ell l f 1� personal note... n 1 g �� - lei tea. Town of Barnstable ry# Department of.Regulatory Services — J Public Health Division Hate -� - --- "K 200 Main.Street,Hyannis MA 02601 ` Date Scheduled Time Fee rl. LL ,foil Suitability Assessment for Sewage Ibis oral rf ��D�1 ✓ Witnessed B I. Performed By: LOCATION & GENERAL INFORMATION ��- s Owner's Name Location Address JL� 0 i1_- )�� ¢ - ,V S Address +� Engineer's Name ► �V'� Assessor's Map/P4tcel: � ''j�9 l�s i NEW CONSTRUtnON REPAIR Telephone# � Land Use Slopes(4'0) Z fl— Surface Stones Distances from: Open Water Body 1 ft Possible We.Area —ft Drinking Water Well _ft ft . Other ft Drainage Way --ft Property Line --- te wetlands in proximity to holes) SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,loca . I �► So I t ca M 1vM � Parent material(gedlogio P Depth tO Bedrock ------^--^�� Pit Face Depth to Groundwater. Standing Water in Hole: I— Weeping from Estimated Seasonal High Groundwater rl• D CATION FOR SEASONAL HIGH WATER TABLE � In. _ Method Used: In.Depth Depth to$ell MOtd9s: {p, Groundwater Adjuennent-"----- -�-.ft. Depth to;weeping from side of obs.hole: Adj.factor - M , Depth CJbserved standing in'obs:hole:..- — - � Add.drOundwater Level,..,.. . _-�- index Well# Reading Date: Index Well level PERim COLATION TEST ante I T Observation i Time at V -- Hole# 'Time at 6" --- Depth of Perc Time(9"•6") Start Pre-soak Time.(? End Pre-soak L Z Zyy Rate Minllnch _ - site Failed;�--- Additional Testing Needed(Y/N) Site Suitability Ass0sment: Site Passed-__� ------- Observation 1401e Data To Be Completed on original: Public Holth Division Back- *** la'ion testis to be conducted within 100' of wetland,you must first notify the , If perco prior to beginning. -n.,._.t,tahle Cdiiservation Division at least one(I)weak p DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil er Surface(in.) (USDA) (Mansell) Mottling (Struc re,Stones,Boulders. to Gravel) - 0 I► A 5l.- .10 >L Viz . �o i, t` b :DEEP OBSERVATION HOLE LOG, Hole It Depth from Soil Horizon Soil Texture SoiI Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency, - j1 s �- .� 0`1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) .(USDA) (Mansell) Mottling (Structure,Stones,Boulders. o ii c ;DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture 'Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure.Stones,Boulders. ---fons a ra I Flood Insurance Rate Map: Above 51D0 year flood boundary No._,._ Yes Within 100 year boundary No Yes.r.� Within 100 year flood boundary No Yes Depth of Natutally Occurring Pervious Material Does at least fo feet of naturally occurring pervtoupiterial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on. (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training.exp sea d experience described in 310 CMR 15.017. Signature Date Q:S.EfTIC%PERCf ORMMOC FP JM 354' �e vv-ca t X2-1 -fi I 4e Vi 4e T/v- _Z\T_ 7'� S FYofsh Gsade BL 3048f 1G5amh Gnede Is'l 9S'# 1/8" !O 1/2" 1FeShed Mane O 3` Thlo1C s,. 6" rrrrrrrrr rr i rrrr rr rr/rr�_ nw.�z -T777T ITT` c�d� ai ssf � 10",Bn 14'JBa INV EL 'gyp V EL INV EL °a°• e m 4 e m e mm e - El. 29.17' s' 7 BW 1NY L�'L 31.42' 31.17' W3?32 flow pno,.'.Line/ X..07' 31.62 .e'siwp , 11ashBa slang , r gtdd Level 48" 4 4 4 HOLE DISTRIBUTION BOX .250 PROPOSED LEACH TRENCH ``' 1500 GALLON SEPTIC TANK 1500 GALLON .REINFORCED CONCRETE SEPTIC TANK Ij _L,O C:� T TIS, , AY,44 - Minimum Construction Materials Per 310CMR 15.226(2) Bottom of Deep Observation Hole El. 24.0' Tees shall be constructed of Schedule 40 PVC and shall extend a minimum of 6" above the flow line of the septic tank and be on Adj. High Ground Water (Lewis Pond) FEZ 15' the centerline of the septic tank located directly under the PRECAST REINFORCED CONCRETE DISTRIBUTION BOX clean-out manhole. The inlet pipe elevation shall be no less than 2" nor more than 3" Install on a leve th base Minimum wall thickness = 2" ;•- 12.83 above the invert elevation of the outlet pipe. pi Septic tank shall be installed level and true to grade on a level, Minimum inside dimension = 12„ I Outlet inverts shall be equal to each other and at .. stable base that has been mechanically compacted and on which ., 24« 2 minimum below inlet invert L 6" of crushed stone has been placed to ensure stability and 4 e e 4• to prevent settling. The distribution lines from the distribution box shall all have -►� 5e" {-•- equal inverts as determined by flooding the distribution box to Septic tank shall have a minimum cover of 12 . the height of the distribution line invert after all lines have Number of Trenches - 1 Two 20" .manholes with readily removable impermeable covers been sealed in place. Number of chambers - 2 of durable material shall be provided with access ports Invert adjustments shall be made b filling with durable and The outlet tee shall be equipped with gas baffle J y g PROPOSED LEACH TRENCH - END VlE'W N.T.S. nondeforma ble material permanently fastened to the line or GENERAL CONSTRUCTION NOTES reconstructing the lines until all inverts are of equal elevation. Two 500 Gl Units with Four Feet f Stone at Sides and.Ends 1. All the workmanship and materials shall conform to R E.P Title 5 and the Town of Barnstable rules and regulations for the subsurface disposal of sewage. Note.• zoning District: RF 2. At least one access port over tank tees shall be accessible Remove all unsuitable material 5' around SAS overlay. AP within 6 of finish grade, .with any remaining access ports broughtdown to the C" layer and replace frith clean granular sand per 310 Cffl 15.255 (3�, (,�), (5). to within 6" of finish grade. and (6) F3uilairxg Setbacks: 3. All components of the sanitary system shall be capable of withstandingH-10 loading unless the are under or within 10 ft or �,,,� i �rBl�r Llos 6° Y 1 0� Side - 15' of drives or parking: H-20 loading shall be used under or within SCHOOL ST Rear - 15' 10 It of drives or parking unless noted Plastic equals may be - 6 1 .���,'�i used in lieu of all precast units - -�;__�DCE-_ - .L' T �'MA Data: Zone "c" 4. The exca va for/con tractor shall call dig safe and verify the location B C� FIRM Panel 2y 2, 0021 D --�"--�A v� -�--_ Panel Rev. July 2, 1992 of all site utilities prior to any excavation, and shall be responsible fort--' , %may _34 -- _ all matters relating to electric easements. a ; � � 1°0� 36 Reference Plan. 125-123 & 53e-21 5. Sewer pipes shall be 4 Schedule 40 PVC laid at a min. 0.02 slope. 6. Any masonry units used to bring covers to grade shall be 3D + i ca PM Assessors Map 20 Parcel 135 mortared in place. Locus Street Address., fflOg school Street, Cotuit 7. Finish grade shall have a minimum slo �0 �- 1 38 Reference Deed., 8331-177 8. Pump and abandon old septic system. . u- - OfIJ 32 9. rs The exca va for/contractor shall be responsi e a -� s ot"""� i and elevations and to contact Doyle Associates of any discepancies, ;f349 ;s ;` prior to construction. 411 10. Contact Doyle Associates 24 hours prior to system inspection. 11. Inside pluming is required for adjusted sewer outlet. �,v Design Data: a SEPTIC PLAN OP LAND Soil LW 1 ,•' Three Bedrooms = 3 X 110 gpd = 330 gpd Required Flow 11saofe�°'a \ PREPARED FOR Test Date.• January 13, 2006 No Garber a Disposal Allowed ";'� �' g p � ��� � .. ��7 � \ *AAA. 309 ,SCHOOL STREET Siol Evaluator Stephen Doyle Use. Chamber Trench 251 x 12.83 W x 2 Eff/Depth cB AM X, •44,023r vqA ,,e 1 �� ,Lz�of Afx In [25' + 25' + 12.83 + 12.83,j x 2.0 = 151 sf DAsMc s s� �° � ��o��°Q�G�sT�RF0° �� Health Dept Mr: Dernarrls , /'v 25 x 12.83 = 320 sf 2 , / o STEPHEN N (� O t I ZZ t, Ma Ssc� ch LZse t is J. Perc Rate. <2 Min/Inch 471 x 0 74 = 348 GPD Total Design Flow , se' DOYLE ►#375!e Scale.• 1„ = 30, Date. February 25, 2006 , 1 El 35.0' 0" , 2 El 36 4' 0" a� I s� y�F`SS`O� Prepared By. "A" SL IOyr 312 "A" SL IOyr 312 36 / su Stephen J. Doyle And Associates 8" 8 g,ik 'ob 42 Canterbury Lane, E: FahnoutA MA 02536 "B" LS IOyr 516 36" "B" IS 10yr 516 36" \ / Telephone: 5081540-2534 %OfMgsf9c R� v�sica B3c� ck cKaisnNE ya TO 2.5Y 616 .Penp 48" TO 2.5Y 616 peat 48" GRAPHIC SCALE v FAIRNENY FINE MAW � 30 0 is 30 so 120 Na 92600 ti SAND SAND ISTE�4' $ANITAR�p� 132" 120" ( IN FEET ) El. 24.0 M 26.4' 1 inch = 30 ft No Ground Water Encountered No Ground Water Encountered , DATE DESCRIPTION