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Home My WebLink About0109 BRITTANY DRIVE - Health 95-Brittany D iverio Cotuit �s TOWN OF BARNSTABLEoe LOCATIONG� l / T iv i ; SEWAGE # VILLAGE o-°' SSESSOR'S MAP& LOT I INSTALLER'S NAME&PHONE NO!??ZG� �� ✓E A SEPTIC TANK CAPACITY /S® LEACHING FACU-rrY: (type 3)s �a '?-ti S�=cLS (size) 3 Ycl NO.Of BEDROOMS BUILDER OR OWNER L c v s a PERMIT DATE: COMPLIANCE DATE: . I ( D 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 IYt ® n � ' �,.�..�, � � � �� W \ �, �� . � ��, V � ,, 1� ), .� c,� � `� � (f� �� . TO VV OF BARNSTABLE LOCATION SEWAGE IT VILLAG '.Sh!�#S' S ASSESSOR'S MAP&PARCEL 04 _V c� INSTALLERS NAME&PHONE NO./ e��0,4- SO R V77�/l'7 77 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: M D 9 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 leach'' facility) Feet FURNISHED BY Q 1 yr" � I - Q W , q � /669 \ ; Entered in computer: THE COMMONWEALTH OF MASSACKUSETTS ��+++ es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Y' � ZIPPYication for igooaf *pMem Construction V.ermit �.�Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. lm Owner's Name,Address.au4 Tel.No. Assessor's Map/Parcel /„ ,S , �� M►LLS`ON /aA�(,- Z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r STEPHEN J. DOYLE & ASSOC. , h 42 Canterbury Lane G East Falmouth, MA 02536 Telephone: 5 540-2534 Type of Building: Dwelling No.of Bedrooms 3 Lot Size; sq. ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 153t7 gallons per day. Calculated daily flow -3��gallons. Plan Date Z - Zo -o`L Number of sheets 1 Revision Date Title S li!j& <PL I&&A b r I&.uyg, vz oR- L_u cam►r o 1 fie V_A=V; Size of Septic Tank 1 DMZ Ls�mA Type of S.A.S. Description of Soil Sr�.� StR: YC.41.11 ��L Z—eti S 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 t ' d of He Sig Date if Application Approve b r Date �� Application Disapproved for the following reasons LZ Permit No. Date Issued �� Fe�1 No. THE COMMONWEALTH OF MASSAC-hl1SETTS Entered in computer. es t/ PUBLIC HEALTA'IDIVISION — TOWN OF BARNSTABLE., MASSACHUSETTS 0A pplication� for iopo�ar*patent (Construction Permit or r� Application for a Permit to Construct( Repair( )Upgrade( )Abandon( pp p ( ) pg ( ( ) El Complete System El Individual Components Location Address or Lot No. ' �dNV �� Owner's Name,Address an4 Tel.No. Assessor's-Map/Parcel 011 \�t+`; Installer's Name,Address,and Tel.No. ... v 1 Designer's Name,Address and Tel.No. Type of Building: / Dwelling No.of Bedrooms 3 Lot Size �J sq.ft. Garbage Grinder( ) P-Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 35 (o gallons. Plan Date Z - Zo"-OZ Numbei of sheets 1 Revision Date Title Slrr G7_ c-on_ L_tALApuo Size of Septic Tank <NA. ut=k Type of S.A.S. e-.uk''e Description of Soil i Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: l 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 'j�t is- ,a d of He h'. Sig Date T Application Approved bDate-,". - Application Disapproved for the following reasons Permit No. � �-� Date Issued T THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Zertificate of (tompliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed )Repaired( )Upgraded( ) Abandoned( )by 44 at `L"-h s been constructed in accordance with the provisions of Title 5 and the for Disposal S stem Construction Permit No.; Installer Designer The issuance of thler shall not be construed as a guarantee that the system w'ft n on s desigped.��. Date / 3 Inspector No. Fee � � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ligoal *potem (fon!6truction Permit Permission is hereby granted to Construct(Repair( )Upgrade( )Abandon ) System located at ,-101—1-7-1, �- ' '�"9- �L g �� 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 cond'fi�ans. Provided:Constr ction7,ust be completed within three years of the Zteof thi pe , it. � Date: Approved by Town of Barnstable P# Dephrtment*of Health,Safety,and,Environmental Services Public Health Division Date 367 Main Street,Hyannis MA 02601 4 nARNErrAM _ — Date Scheduled O Time Fee Pd. , q. 'Z,\— p� ` Soil Suitability Assessment for Sewage Disposal Performed By: o' ' 0 L Witnessed By: C"Xf �LL�'..(.(. LOCA'I'�0�1 i ��r l'�1EYiAt tN ORIVIA tON` : Location Address �,,p 7 �s�"M15 R•• Owner's Name 1.L+►A,,,,,hp5rp • Address c.,r �naoc = CAA Assessor's Map/Parcel: `Z `+ `4A�~(. Engineer's Name S,,cV"Te- A -s.1.e" NEW CONSTRUCTION V . REPAIR Telephone# Land Use �n.wwr..T" '��o*prei slopes 2_-- 1'��. Surface Stones Distances from: Open Water Body ;Z k DOft Possible Wet Area _ft . Drinking Water Well 1 C. Drainage Way. ft .Property Line lb 1 ft Other. It SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) t 0 y o 4- �t 41 r t 'if �\ �Y 0 Parent material(geologic) l004 Depth to Bedrock ti/k Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 7 bT LGH'VVA'TETt Method Used: Q`fT^te�.�.n i]rzercrLJt�,�tot�l i DEEP OBSERVATION HOLE.LOG.. , 'I101r Depth from Soil Horizon Soil.Texture Soil Color Soil Cher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° DEEP.OBSERVATION HOLE LOG Holc# '' -t-;:: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) - Mottling (Structure,Stones,Boulderes. Consistency.° p _�p �,, sl,. �oy1tL 3�`i. 1wr. a- l..eoy� tMe.. ►.A+t.- N t lZo L — `1 DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Ofher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency. el DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)• (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. a Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four f6et of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? V- 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,expertise and experience described in 310 CMR 15.017. TOWN OF BARNSTABLE rc LOCATION D4 i✓� SEWAGE # VILLAGE as7�'`°' E ' 1 1 ASSESSOR'S MAP&LOT I INSTALLER'S NAME&PHONE NO!�7,461V SEPTIC TANK CAPACITY' LEACHING FACILITY: (ty .25 (size) 3-2.X NO.OF BEDROOMS /J BUILDER OR.OWNER L " i L '�S Q '�7- PERMIT DATE:l.�//�� COMPLIANCE DATE: 1 I 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 Feet within 300 feet of'leaching facility) Furnished by i 6eit 9 ------------------ d i I , I I , I I I q0.9 p 1 e�1G1 I i N40 44'19"E LOT 7 z{'v 55,568fsg& � �3 � � I i a 99.1 q U e91.74 I rT4014419"E 44 I S40' '19" �'n Around Easement 170' i o GRAPHIC SCALE ; ao o 30 so ,zo 240 � I map ( rnT FEET ) ' �d 1 inch = 60 ft. ; ASSLSSORS HAP 26 PARCEL 500.1 i i Plot Plan of Land In Barnstable, Aifassachusetts I �`` �` I . Prepared .For.- Luciano Raspan to �� J. DOYLE + 11b.375S9 I berebp certzfp that the s otz � azW shown on the plan as they e�.st on the t ba ( � .. Dates Peional Lend Surveyor i Locus Not in_ a Flood Hazard Zone spared Br. Stepbea J Doyle and Associates . 42 Canterbury Lane, ,East Falmouth Massachusetts 02588 � Telephone. 5081540-25.34 sjdsurvey@-4oL oom � TOWN OF BARNSTABLE LOCATIO & .v /2!TT � % ./� 1✓ SEWAGE#'N .2 7 VILLAGE o.A' ASSESSOR'S MAP& LOT � I INSTALLER'S NAME&PHONE NO.f42G,,y 6.4/s T SEPTI� TANK CAPACITY /•S p LEACHING FACII.I'I'Y: (type�Os 04Pe-#jlo Sew- (size) 32 X f-3 Xo2 NO.OF BEDROOMS BUILDER OR OWNER L S G w/T PERMITDATE:/�,�� COMPLIANCE DATE: iI I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by l 3U - 35" J ID , � Search for Map/Parcel 026005001 �ti$F 1 � Town of Barn abbe ::• �, �, 6 1 r { y For Parcel Number 026005001 v Renali� operty(YtN) i, BusmesslName �o Of COntnl 10 y' ( Area Numbers h Contammantf2�el(Y/N Phone Fuel Storage Tank Permit s Card O ale y Dis osav,Wdrks Cucbo PercrTest \Nell Permit, 0 r s v �- FilelPermit Noi _� � 2002092 ° Issuance Date: — _ 03/11/2002 " Completion Date �� 11/19/2003 �� Size of�Septic �� Y f (2)5/SizeoType A 0g CHAMBERS µ Comments v . a ? 3 BEDROOMS ONLY NEEDS 5 0 C.O. ON STUDY n mappar 026005001 ;Owner RASPANTE LUCIANO&ROSARIA proploc 95 BRITTANY DRIVE P. 04 Innovative/Aiternatwe Technolo ySepticSystems "t Single or= F, '� i CI Stered_ U I/A Type j } -1/A Serutce Type add records W delete records � � r 3J, `zt „• a �x �d » �y�ID� s ix r �ai it • � � sr - `i. � Search for MaplPa�cel ,�,� �„• : Town of�$arnstaCe �� %, .y S. For Parcel Number 026005 y n Rem Property(Y/N) C Business Name ,� � Zone of�Contrihutran( 1N) � y Area mber ber 1 Nu �s �x Co tam�ria tRel{Yt ) �. Phone }� Fuel Sorage Tank Permit Card`On > '� D s sat Vlf i Po orks le Construction Permit File/Permit No w 1�,. 2005155 i < C Issuance�Dates 4 x 04/20120051 •Completion Date " ;Size of`Septic Type/Size of SAS# (3)500G chambers Tank 1500 , ;a , ,� � � � Comments •.�. �,� 3 beds only mappar 026005 Owner RASPANTE LUCIANO&ROSARIA" f`propl c} 109 BRITTANY DRIVE lnnovatiue/Alternative Technology SepticSystems40, Single of { a C ustered � � 'IIA Type� � � QUA S�erurce'Type add recordsi� ,? � ,deleteecord's� MM P Town of Barnstable p# Department of Health,Safety,and Environmental Services Public Health DLV1NOR Date 367 Main Street,Hyannis MA 02601 4 � yj 1619 ♦ :,.. . ., Date Scheduled oc1 -'Z,\-•' o k Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: `• ' C j - Witnessed By: CNEYiAT,jl1�1 '0RMATtON _ Location.Address -1 w"-4, 15 Owner's Name Lyi„%A�p ��19 C. �aZ�-ODS. ` Address r Assessor's Map reel: `4 co b L64'. Engineer's Name g.qcp"urn NEW CONSTRUCTION V - REPAIR Telephone# b�0(�j-� 7 40•-Z-�T✓ Land Use Slopes(%) I—— 1 tr, Surface Stones Distances from: Open Water Body I.DOft Possible Wet Area _ft . Drinking Water Well _\S—oft Drainage Way I Db r ft .Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) t �o � by A. ip Vyh l� 9-1, y.. .. .... .: ... ... 'VO Parent material(geologic) l'i2 tik-U Depth to Bedrock p /� -Depth to Groundwater: Standing Water in Hole:_ Weeping from Pit Face U/A Estimated Seasonal High Groundwater o ;i ' E INAmYt�l'�i E(7 t EASONA�.HIGH'VVATEIi T 1BILE Method Used: r1W hTt o t.i Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# _ •Reading Date:_. Index Well level Adj.factor Adj.Groundwater Level, Ante V#_ PE I2COLATIOIV us- T act►0 Tune Observation Hole# t �_ Time at 9" Depth of Perc _ '3Gh 3�.k Time at 6 Sind Pm-soak Time® - it'-off lilt l t�� Time(V_61), End Pre-soak 1%.` o S Rate Min./Inch d+ Z, L 1+ 1; �=- Ta S 44 Site Suitability Assessment: Site Passed' L _.„Site'Failed: Additional Testing Needed(Y)N). Original: Public Health Division Observation Hole Data.To Be Completed on.Back, j C.nnv Annlicant DEEP OBSERVATION HOLE LOG .` Hole# 1 Depth from Soil Horizon Soil.Texture Soil Color' Soil tether Surface(in.) (USDA) (Munsell) Mottling.'"(Structure,Stones,Boulderes. ° DEEP.OBSERVATION HOLE LOG Depth from Soil Horizon Soil'Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) DEEP C.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)• (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. -Consistengy.° Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �r_? If not,what is the depth of naturally occurring pervious material? Certification 1 certify that on (date)I have passed the soil a aluator examination approved by the Department of Environmental Protection and that the above anal is was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIQN Ma DZ(ri Parcel lid' p rn) Health Division Date Issued Conservation Division ll]zoa fthm 5ji-kite 0J /0 f4'.-0 oa A , t� Fee � Tax Collector 0 (C ��)L ow44 0�4 ju1vJODI Treasurer PL f d _4 I SEPTIC SYSTEM Planning Dept. i� a �Ze„L<< 1NSTgLR,Ep IN N9UST E COMPUM E Date Definitive Plan Approv d by Planning Board Z(o 9,/ �/�! VI"TMX 8 C) Historic-OKH Preservation/Hyannis TOWN REGULCM ATIOM$� cn — Project Street Address t o Village Owner 1..V C li9nt '2�4�-� Address A. (� '- Telephone 0'9- -)-)5-3T2,3 Permit Request ge5 Square feet: 1st floor: existing proposed_/�42nd floor:existing proposed ,/GOO Total new • Valuation �� Zoning District Flood Plain Groundwater Overlay Construction Type 4100 Lot Size _ 1-r-11 101- Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 74tW Historic House: ❑Yes O(No On Old King's Highway: ❑Yes o Basement Type: XFull ❑Crawl ❑Walkout. ❑Other Basement Finished Area(sq.ft) Basement Unfinished Area(sq.ft). Number of Baths: Full:existing new Half:existing new . Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes (�No If yes,site plan review# Current Use ,AT Proposed Use ,. ,^ t-•��e, ~` BUILDER INFORMATION Name Telephone Number Address c.2 �2:2fLe21 License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \SIGNATURE DATE i L 3._0„ 22._0" 18'-0' 24•_0' L b DN ' i i 6._2. 9.-6. 6�_4., 3._0^ 6'_p^ i 6,_0. p_y5^ 12'-91@" 4'-0' i b I be3 OH e'-01 e'-e' DWG 015.OR. b33 ON DECK a figp c O . I CwRLflT¢m BKCONY e'-05,e'-e'S101N0 WS.OR. SOSI ON e'-01 e'-0' IldNO CL4 OR. y�r ]053 ON b93 OX e'-0',C-e'a 015.OR 3-3A]10 w X X I W N O c I � o _ °• I I ��' o °+ I DINING RM. FAMILY RM. MAT M.BATA I I @M' � A I BEDROOM I � I xEo; I KITCHEN ' I KITCHEN I b O' q �i q i W b r-sx e'-a• 8'-0 -7'-1 QV•' 2'-4' 11'-111v1 I 17- 3,- - 8.-0• Y.n• aelx¢r ON R¢c uelREr ¢�, R[F. v.Nmv , UP ® 'v� WALK-IN I � sRrm w,sN. - II 3 sRrm wt9H. -°•as¢°wc. AMRccss,.ewg COAT - - sswnsmR. UI�NDRY LAUNIDEY 3ws oN L ai 3 v crow.nnraR - M °otu.rtm°R ;;1 r-0•usm°Ra # - _ LIVING ROOM ,I ELYERp b�pp7 3.-0.x n._a. •i. I X 74'-0' T-8Vz" a �/ 12'-1$'i 5'-9' 6'-3 r-o•a a._n• e- ... - -o4 r-e• 9roR.\ - UP a ¢ure ev. v ure ae I o STUDY ' e L--- I PARTIAL FIRST FLOOR PLAN \ 2-b53 ALTERNATE —. STAIR IN GARAGE REMOVED nua°^ �^E 00 00 '�'eX q 6 al : swNs /es/o] b No. Revision/Issue Date 1 b o c v �4 "1 2 CAR GARAGE f � •I FIRST FLOOR PLAN b ' z q Rn1®t Nmn.wa RA5PANTE RESIDENCE M LOT #7 PRITTANY DRIVE z.ee w 3•le vx MARSTONS MILLS, MA 6'-0" 10'70, 6'-D' Y-4' 7'c0' 3'-8" 5'-0' V-0' 4'-0. 6'-0' 4'-0' sw� 22'-D" 14!-0• 10'-0" 06-12-03 A-2 72'-D' 300Y 1/4'-1'-p" FIRST FLOOR PLAN f General Notes 5'-0' 3'-0" L 22'-0' 1, 1B'-0' 24'-0' 11-6" 11-0' 2'-4" 9'-0" .. 6-2^ 11 5-6^ �_0 a-0» . ems wntr wuwD I _ I I - sEYu°cirt � � I I I I ' En.w.0 eEtow I ntr.wut tow I I I - - - - - --- - - - - - - _ �i_-�1i._�0y•,J-\I\ � s'-.6," - �m'Ili 6b u� •I Y�'�)_ma0y\J\I\ N-" 'DN rKN=\YBEDROOM. QEDROOM MASER BEDROOM BELOW! i / (CATN.CEILINC) (CATH./CBLI C) AMILY ROM BELOW T-7>4^ s'-4�' 5-5v4ATN.CEILING) T______________2 8" •-y^ EiL OW I p �. i \ \ \ I Y d m DN RoMNoRAE ovE POWDER Sc _ o A 13ATH uxw Y•N \\ a Q„ I„ \\ - - - - - - �..- BATH n " „T goo oc unscr—mo \ e BEDROOM N3 �� r BEDROOM N3 FOYER BELOW \\ c r I ED•. Y'-V•a a-a• CATN.CEILING) \WAL -1N WALK-IN < \ I . I �2 I ass Eco Amc o --o AFRSRi10A 1�A E�P�PoPPE�D STl1DY BEL�N' o N LIGHT rv""m}"°P"a (cAm.cEu 1 V'RNEEWNL 4'ANEEWALL - \ STORAGE i _ i GrE AWE99 Da CWERFO EnRRANCE - BEyoW DN PARTIAL. SECOND FLOOR PLAN r I I I N — r—olr_ruu Bt3QA' - ALTERNATE - STAIR @ STORAGE AREA REMOVED I & BATH RELOCATED N.T.PLwI 9/1a/W QQ I i W I � I 3 smxED OwDDWI SHED OWUOt e/O6/o3 S Q T I �IG No. Revision/Issue Oate n - I STORAGE .. - � I I o I 1 o slnucNf I _ TIDe n i �strum�iT 0 SECOND FLOOR PLAN • I I } I I I I I ' I I jPnI..N,na m,a.wan® I I o I } RASPANTE RESIDENCE 'v LOT #7 BRITTANY DRIVE n4atD MARSTONS MILLS, MA w/anDtE� , 3'-4" L-47'-0"DORMER 3•-6" st.st . 22'-0^ - id•_0• 10'-0" 14'-0" 12'-0* Data • 06-12-03 SECOND FLOOR PLAN I •'�4`` r+v.v.. c,..ovrcL. C�vFtt,. S�SYt+�.M ,Gotr.ycsw�RlarS Fe (D T -7-T- T-1 TTJ7 T-,,T-T3 S W-A (S� _T7j i TOP FOUND. EL 70, o ' 1 -- -\\ \ \ \ 2" of 1/8" — 1 9" Peastone uRt;t? - —_- WATER TIGHT COVER INV. EL. G2.'T(o 2' LEVEL i•. �'- 7-' A FLOW LINE io" MIN. 14 INV. EL. 6z.7A Ibtct! 7rer�ch Length MIN, 6' - -- 1 1 � : .; SUMP 3 1 -1; P2?shed Crushed Stone �• 10' MIN. a' uou+o orpT►, ----,, -- - I � �_. s . . ... Trench �d 314 Washed Crcrs ed Stone \ 1 XV INV. EL.X. INV. EL. �z.a� I INV. EL. c�.�z r o ° °° o °° PROPOSED ,S. A. S. TRENCH SECTION ! _ o ,-;7 c - �-7 o I. , LO VEM S PO_VD PRECAST REINFORCED CONCRETE \r�! - No, of Trenches DISTRIBUTION BOX 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK No. of 500 Gallon Precast Chambers `t- 5' 8 ItJSTALL ON A LEVEL BASE 314" Washed Crushed Stone—,' MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) �� MINIMUM WALL THICKNESS = 2" O TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND 5A n� SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE MINIMUM INSIDE DIMENSION = 12"OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT OTHER AND AT 2" MINIMUM BELOW INLET INVERT. Jr MANHOLE. THE INLET'PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX j MORE THAN 3" ABOVE THE INVERT ELEVA1ION OF THE SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING OUTLET PIPE. THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE I' W SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE AND NON—DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE EQUAL ELEVATION. V HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS BEING PLACED AT THE CENTER-AND OVER THE INLET AND 78 W 1 . OUTLET TEES. THE OUTLET -TEE SHALL BE E(JUIPPED WITH GAS BAFFLE. J 76 nd Easement GRAPHIC SCALE �\ r_ 72 4 T.rapore y Turn— � - q0 p 20 40 BO 180 General Construction Notes ___,__..._ - ' ion _ l' 70 50ans g10.98' + 68 sad SAS Trench , .W s4 66 I Prof° e Tren 4 9"1. All the workmanship and materials shall conform to D.E.P. Title 5 and the Towel of ' p�pos d SASS 40'4 1 ( IN FEET ) inch = 40 ' w Barnstable rules and regulations for the subsurface disposal of sewage. i i -- 62 N ,. O 7 2. At least one access port over tank tees shall be accessible within 6 inches of finish grade, I Wetland with any remaining access ports brought to within 12 inches of finish grade. 750 sq.ft. DESIGN DATA: � � ` 55,568 sq.ft. 1.27 ac. \ �� 3. All components of the sanitary system shall be capable of withstanding H-10 loading ;0 6s _ '-- _ STRUCTURE C�w ti�,��v. Existing TYPE NO. BEDROOMS GARBAGE DISPOSAL UnIeSS they are Under Oi Within 1O feet of drives or parking. H-20 loading shall be used � s5 96 Pn�posed -'ea~ �'�. _ ,, Pavement ' 1500 Gallon g �_-_- _ ZOMNG DISTRICT. RF'under or within 10 feet of drives or parking unless noted. � DESIGN FLOW �x`�o -3-3o <y�• T=c.ou f 58 2 64 Tank �' Yy �O �� I; Ip ' ,�,~ --�� \��, BUILDING SETBACIC.S" 4. The excavator/contractor shall verify the location of all site utilities prior to any BM CB 72.5 excavation. o d `+ O ;� !ice'' �; �� REAR 15'Datum: NGVD ^' I ' `1 72 ,J 1 ' r SIDE 15 SEPTIC TANK /� $. Sewer pipes 56 70 138' �,753 �i OVERLAY DISTRICT.` �- „ „o _c1 ,u.�., ; p pe shall be 4-Inch Schedule 40 PVC laid at 0.02 slope. �q.ft.l , ' yPp LEACHING FACILITY 1 , z o = ,�Z� 6. Any masonry units used to bring covers to grade shall be mortared in place. 54 �83 ro��d �� , 1 FEMA DATA LOCUS DOES NOT s c_ -r t zs l x -r Existing LIE IN A FLOOD HAZARD ZONE -7,70 7. Finish grade shall have a minimum slope of 0.02 feet r foot. B ,c. basins�� ,ASSESSOR MAP 26 PARCEL • Pe per 019 zu 246•80 �N 0 9 I 441 QaZ v -T -3 �. cT��—Locr�- s.c. w,nl 52` is- 323 ,r4,50 40 ! ` dr 48_�' 0 ' Buffer 78 46 r�r ►�+. wl 44 (9 Q 66 68 74 40 IOg, 126 LO T 6 - 70 72 w3 2 w4 O A� h` � ;n 8 Note: Should soils be encountered during installation of sewage system the are �N �f;. i ( of Si �1 c'�i Za O �T_.a 12 C� not consistent with soil logs, contact the designer and/or your local Health Department �4!' "-"''�::r� ' Prepared For. before proceeding. „� WILILdl S o LtEDf�WIl,P! �' � o � tlt1. MD xr I L u C.I a T1 O .l ?a .S a 11 t o SOIL LOGS (U 64 In Al Date: 09-21-01 621 Barns to ble, Afassa ch use t is Health Agent 0" 0" t, — s. L Mge nnell , 's Scale: 1" — 20' Date; February 20, 2002 `� A IOyr 3/2 SL A IOyr 3.2 SL 14 OF ,,fi�rr � Soil Evalua tor: 6" 6" pE61Si!RE, i,- tic 58 (so Prepared By. Stephen Doyle B IOy-r 6/8 is B IOyr :6,18 LS �?EpE 0 6.1 54 56 Stephen J. Doyle And Associates Exca va tor.- 36" 36. J. 50 52 42 Canterbury Lane, E Falmouth, �llA 02536 Bevilaqua Construction DOYLE Telephone. 506, 640-2534 No.35571 59 i 2'7 48 Pere Ra te: <2 min/'Inch C C Iv6 46 ,2.5y 7,43 D-t -a-o,y� 44 FYne Sand Fine Sand n9 42 40 I a i a , 120 �L 5-4.0+) 120 N0. DATE DESCRIP170N BY No Water Encountered No Dater Rxcountered