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HomeMy WebLinkAbout0275 OLD JAIL LANE - Health 275"Old Jail.Lane k F Barnstable a A=277-020-001 y ' o TOWN OF BARNSTABLE v LOCATION -`Z 9Y Old .4,, SEWAGE# VILLAGE VTC-4,-nXJz�� ASSESSOR'S MAP&PARCEL 9-77 �O INSTALLER'S NAME&PHONE NO. I- t SEPTIC TANK CAPACITY SZ�77 LEACHING FACILITY:(type) o (size) NO.OF BEDROOMS V OWNER d otr- - PERMIT DATE: z' Zda COMPLIANCE DATE: lul Z� 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) A Feet FURNISHED BY - f/�. w N -- O J� N f+. No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(ppIicatiou for Mi!5po!6oY *V.tem Couotructiou Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) L�J C;omplete System El Individual Components lion Addre or t N /�, LO Owner's Name,Address,and Tel.No. �� p,��6 sessor's Map/P rcel Installer's N e,Ad_dress,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms / Lot Size 0//ys/ sq. ft. Garbage Grinder ( ) Other Type of Building 1?4(5 No.of Persons Showers(2--' Cafeteria( ) Other Fixtures Design Flow(min. equire / / gpd Design flow provided /S�� gpd Plan Date �L. OGI Number of sheets Revision Date Title Size of Septic Tank � � �/� Type of S.A.S. .� "`� �TT�L W t'/ 57L�✓fir Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned Wet e th n ction and maintenance of the afore described on-site sewage disposal system in accordance with the prov a Environmental Code and not to place the system in operation until a Certificate of Com has been isso of ealthZ� 7 v®0' — �© g Signed I Date 6' C Applica Approved by — Date 7 ' r—© Application Disapproved by: Date for the following reasons Permit No. ;X00 —9- Date Issued 7 ^ _ Ilk No: Fee THE COMMONWEA`LTkOPMASSACHUSETTS Entered in computer: ,r PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes r J ZIpprication for 0ioo al, *poem Conoruction Permit ltcation for a Permit to Construct( ) ,,Repair O Upgrade( ) Abandon O Complete System ❑Individual Components A k Addressor of N L Lam/ Owner's Name,Address, .No.I �F3� 9v 6 tp) C L.- C .x`i Assessor's , reel �� oe 069 2 -2 cL� -)W& GN Installer's Na e,Address,and Tel.No. Designer's Name,Address and Tel.No. t Type of Building: Dwelling No.of Bedrooms Lot Size //U sq. ft. Garbage Grinder ( ) Other �NType of Building J2!t5 No.of Persons Showers( ' Cafeteria( ) Other Fixtures U y/, Design Flow(min. equired /� gpd Design flow provided �S� gpd Plan Date V?`�lae7 Number of sheets Revision Date Title e�J' /_ . Size of Septic Tank vU [� Type of S.A.S. S�`'� 6,11- w 1V y Description of Soil - 5, ` Ature of Repairs or Alterations(Answer when applicable) s� a rt , ' t Date last inspected: Agreement: The undersigned agree t e th�con ction and maintenance of the afore described on-site sewage disposal system in / accordance with the provi 'on o 't e S*"f h vironmental Code and not to place the system in operation until a Certificate of Com 'agce as been iss of ealth. �- -ra ti.�►~ q Signed Date C. '-3�'U/ --, .,, Apphcatio Approved by Date 7 "O Application Disapprovedtb`y: Date . for the following reason $ Permit No. -00 —a' 1 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS t Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( ) Upgraded ( ) Abandoned( )by G o�_ — 74 PYAa 44 70 7—Z r-d 1 C A h- • at 2 OlJ, �`7/( G6-,-, has been constructed in accord nce q with the provisions of Title 5 and the for Disposal System Construction Permit No. 9L.0 01 a�, dated 7` 1'U Installer I e .�.V� EyY �' r Designer rp{,�Y1 p �Q #bedrooms �^ 1 Approved design gn flow 4-v57 d gP The issuance of this pe it shall not be construed as a guarantee that the system i�G Il fu�ctio �esigned. Date /o q Inspector Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Mi5po5af *pgtem Congtruction Vermit Permission is hereby granted to Construct ( Repair ( ) U rade ( ) Abandon System located at (� J V 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 within three years of the date of this e=at: '�f2 C) Date Approved by f Town ®f Barnstable ®FEE� � Regulatory Services Thomas F. Gefler, Director BARNSTABLE, ' S. Publk Health Division 39�N, Thous McKean, Director 200 Main Street;Hyannis,IVI[A 02601 Office: 508-862-4..644 Fax: 508-790-6304 Installer & Designer Certification Form c2 r?r) Date: I �I 3 � Sewage Permit# P Assessor's Map\Parcel )(Designer: nstanere M , Address; !p 3 Y l n v L Address: �Q f i 0 Nl On was issued a permit to install a (date) (installer), septic system at old Gt J-�t � G-&kx_L based on a design drawn by (address) 40 (1�6 Gt vl 2 dated (de 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. H OF MASO. DANIELA. (Installer's Signature) U CIVIL N No.46502 f .o (Designer's Signature) (Affix Designer's Stamp Ilene) PLEASE RE RI%; TO BARNSTABLIE PUBLIC HEALTH DIVISION. -CERTIFICATE OF COMFLI NC.F —ILL NOT BE !SSUED uN T FL BOTH TITS FORM AND AS-BUILT CARD ARE ]ECLWEID BY THE BARRNSTABLE PUBLIC HEALTH DMSION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc 3Zq0 7 Town of Barnstable P# °f Departnient of Regulatory Services /7/6P Public Health Division , FDate /n Sol 200 Main Street,Hyannis MA 02601 .srFD tu,,l,, I.1 �rxill .Date Scheduled ne Fee Pd. "p U�dO J. t V ,foil Suitability Assessment for Sewage i posal o � Witnessed By: ®� � �'✓ /, ,) Performed By: A LOCATION& GENERAL INFORMATION �7y- Location Address a 7? 01W J a t � La=,,,L Owner's Name C 0_.-�f 0,1 v ar/\4 �0 Address - Assessor's iv7ap/iarcel: a /! 0 Engineer's Name-.0 v{)✓� e NEW CONSTRUCTION REPAIR Telephone# Land Use � _c-'—� z slopes(9'0) e."" Q Surface Stones «Distances from Open Water Body ft Possible Wet Area �` ft Drinking Water Well ft Drainage Way/>' ft Properly Line �✓ ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to hotel) I , Cn SL � t all —+ =� i. t , r a 4. p De th to Bedrock Parent material(geologic) N v Depth to Groundwater: Standing Water inHole: Weeping from Pit Pitre Estimated Seasonal High Groundwater DETERMINATION TOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: ___ .in, Depth 10 soil mntties: .: in. Depth to weeping from side of obs.hole: l.n. Groundwater Adjustmenk ft. Index Well# Reading Dater Index Well level Adf,factor _ Adj.f)roundwater Level PERCOLATION TEST Dole 0 c� Tillie L10—ft-s.• .Observation L Time at tJ" �/ q63� `' ' Hole# X � Depth of Pere � , Time at 6 Start Pre-soak Time @ ) Time ff-V) � ( End Pre-soak- Rate Min./inch y `' C /�A I Site Suitability Assessment: Site Passed Site•Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to he conducted within 100' of wetland,you must first notify the. I3arnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTIC\PERCrORKDOC i DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture :Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlin g (Structure,Stones;Boulders. on i ten ravel f' DEEP OBSERVATION HOLE LOG Hole# 2— Depth,from Soil Horizon Soil Texture Soil Color Soil ' Surface(in.) (USDA) Other (Munsell) , ', Mottling (Structure,Stones,Boulders. Cons* a 90 Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Ilorizon Soil Texture Sol Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. _ Con i to 0 l 3 r+ t I Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil ,Texture SurfaceSoil Color Soil Other i(n (USDA)A) (Munsell Mottling tltng (Structure,Stones;Boulders.d . _ onsi tency,1 lriS s 3 U � s Flood Insurance Rate Mau• f� Above M year flood boundary No Yes�..� Within 500 year boundary No X Yes Within 100 year flood boundary No-Y,, — 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? J If not,'what is the depth of na VIA occurring pe us material? Certification _ I certify that on L (date)I have passed the soil evaluator examination approved by the Department of Envir nm ntal Protection and that the above analysis was performed by me consistent with . the required trainin expertise a, a ence described in 3 10 CMR 15.017. Signature DateAL U Q:\SEPTIC\PERCFOR M.DOC r PCf RIDGE TOP RIDGE aj - -- - S : TOP RIDGE 1 1., __.:....:...a .:. .. .......,.. l - m _........�._ ......_.... ... _... .__.: -. f - - I t 7:7a a aaa � ,aa � � aa a � aa ®® _ _ _ .... m TOP FDN - TOP FDN. "+ FIN.GRADE(5EE 51TE PLAN) 36'-0' a•o ,ro 36•o FIN.GRADE(5EE 51TE PLAN) VARIES VARIES :. . loz-v i FRONT ELEVATION SCALE 1/4" = 11-0° 12°DORMER V CLAPBOARDS A..FRONT 1 P 12tj - - --_— , SETBACK ._...:.. i 1 2 - - - 12 TOP RIDGE, `j 1 1 _ TYPICAL- _ , -_ r - "� WHITE CEDAR St11NGlFS � - @SIDES*REAR I.. Y _F_� MAX.5"FXP05UPE 1 (-4 2 - _ !_ , t 1..._.: TYPICAL- — --, _ I , t -I I x3 I x8 RAKE BOARDS 1 1 I II' 11 l — 7 _ t -: .. r T 1 -. _ 11 1 - — - - �r _ — lII TFn t J _. f l - 1 I TYPICAL- L I xG/ I X5 CORNER BOARDS I LJ„ . , 1 t 1 t i Al .1. .1 1 TOP FDN. _ .: NOTE: .. LEFT SIDE ELEVATION SCALE 1/4" = 11-0° RIGHT SIDE ELEVATION SCALE 1/4" = 11-0" ARIE5 DE(5EE SITE PLAN) 4005ERIOE5W DIDVEDEDN TOP RIDGE la o zr-v _ MAP - 277 r r: - PARCEL- 20 - - - - LOT# 713 - -- - - _ _ O 2 3 4 3 6 .,. ` r LnR .._.._, :. ._, 50 2 _. SOLAR 50 SON DESIGN ASSOCIATES ._:...;. �•.i.. ..: .;._. ..,.<._,...' ;., : :.. `_,. � I I I 'PANEL < ........i_.:- ...., PANEL ......p 2.t PANEL .—. 66 ELM AVENUE 1 - -. -- ......: SOU,0OG : SOLA0OG .., "T- : $OL50OG T Hyannis,Massachusetts 02601 I . : _�. _ - _ L..;.. 508-775-4300 ematl dwndesignwerizon.net ...� „ - S.L. - S.L. T CARLSON RESIDENCE O`, -- L -OLD JAIL LANE BARNSTABLE,MA. ( trl _ : �I��h��' III)111I���� I1IIII EEEE����II� ,:l r CARL A.CARLSON II ® i PROPOSED ELEVATIONS _- r D.O. ,t m TOP FDN- a I. 1 I:. i 'J FIN.GRADE(5EE 51TE PLAN) Mom:AR.19,2009 I VAR,F5 REAR ELEVATION SCALE 1/411 = 1'—On 1/4°= 1 O f IS'-01/2• . - 3'-I• 3'-I• - 12' - 3 12' R I z � I • I S' ,.Itl P I I 6'-5' b 36 \\ I DINING I - z•-6•.s•-0• z{•.s'-a JIL _ O 1 C1f1MG I b ^ 6 I I5L5' 2,6 9\I2 EVE �\\ LAUNDR'OjV� rIJI J/� i 4'-r z I/4• 4•-s• 4' I 1 ` 1 1`6 2�. \ 2NpR�I \`\ 1 �/ I e'-0• z'-s,s'a• 2'-6•. UP iO ' POST UP ➢UP I _ ____ __ _ I 1 I 1 p y-3p/ H I el 1 - I 1 b 2 MUD Room: u� _ c� s ovE _ MAS BED ROOM SUITE § .STUDY N. c \ G R Gf __i___ z'p• b i GREAT-ROOM i § P N -- ----------------- --- --------- --------- e VwLi 2 m _ ____ ____ b I `3 �\ t\OX vI 518\\ u` 2 ------------------ --- � g '�t �rc z'-0• 2{• s•a•' \ 0\IZ JE 3 GUE5T _ ZNvRreO g BEDROOM MASTER O. b. b m BATH b ZNpR P� _ TH o I/ I 1� O LL;2 'b /\ Z - - 3'-0' �•_\O\� 2'{' S'-0' rC 5'-0' 2'-6' s'-0' 2'-6' s'-0' 6-0 4'-0.19/32' 5'1 j6.211 C `31L6 26'4# r_I I• le•-0• IB'-0.4 p•fJ 5p'-0' . 2bf _ FIRST FLOOR PLAN b. _ SCALE 1/4" = 1'-0" VNF\N\5��p yPPC� � OLSON DESIGN ASSOCIATES 55 ELM AVENUE NOTE:THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE Hyannis,Massachusetts 02601 CONDITIONS AND ALL DIMENSIONS AND NOTES ON ALL sob n54300 email-olsonAesign@ve zor,net__ DRAWINGS IN THI5 SET PRIOIR TO START OF ANY WORK AND CARLSON RESIDENCE r•. LOT 7B -OLD JAIL LANE SHALL NOTIFY DESIGNER OR STRUCTURAL ENGINEER OR SITE BARNSTABLE,MA. a ' N. Cyjp�GE ENGINEER OF ANY DE5CREPANCIE5 PRIOR TO START OF t ANY WORK AS REQUIRED. THE GENERAL CONTRACTOR SHALL DRAWN FOR: INSURE THAT ALL WORK CONFORMS TO THE LATEST MA55 CARLCARLsoNII STATE BUILDING CODE(SEVENTH EDITION 780 CMR ONE 4 TWO F N AND A F THE LATEST LOCAL FLOOR PLANS � N FAMILY DWELLI GS N ALL O SECOND FL GARAGE O N G RA j OR PLAN '= BUILDING CODE.REQUIREMENTS-THIS NOTE SHALL APPLY °"""8' D:O. SCALE 1/4" = 1'-0" TO ALL DRAWINGS IN THlS SETS MAY 3,2009 A 2 a � TYP.-ALL fDN. WALL5 - 8"THK. ( HEIGHT VARIES)W/ 245 REBAR CONT.-TOP*- BOTTOM - ON I G"W. ,3•-,I,16. X 8" D. X CONT.KEYED CONC. FTG'5 9'-109116' 16'V 31•-0I/r 16'-o- PROVIDE DAMPROOFING TO GRADE ALL CONC. SHALL BE: Fy = 3,000 P.S.I. MIN. s',' s'. @ 28 DAYS ALL FOOTING'5 SHALL BEAR a ON MATERIAL CAPABLE OF 04- _ 5UPPORTI'NG 1 1/2 TON5/5:F. § MIN. rRwme-.� x srazs ; U5E 1/2" DIAM. ANCHOR --------------------- , M EQUAL) @ GI-OPMAXE -------------------------- ---------------- _ "' rwuz• fog� o ALL STEEL RE BAR: P" rKT. -3-- ': Fy = GO,000 P.5.1. MIN. I , I , a ' - _- oRor r.o.aro � •3-zxlzwo.clRr • a•' e•' • - ---------------------- -- ------------------- ALL FDN. ' >� f � mt NOTE; VERIFY 3.zxlz wo.GlRr i PKr. — •-- - ` 3 I/2°CONC.SLAB I DROPS AT SD E MIN.�8 31/2'D LALLY COL ON _____3_zzlz wn.¢iRr __________ ___� ° - ° TOP OF FDN. TO GRADE WI VNR'� ENE\GHt�� 30'X 30°X IO'D.CONC. C 5A0 pR5 fU `j'I� `____________ FOOTINGS = - _ - T-,• T-� , TYPICAL A.CON v t0 00 fON" -- ' 7\tCN� -------------- Y 3-2%t 2 WD.GIRr� 3.3Y 12'No.GIRL b ' Nv�"` _=-'" ..• --t___ =__ _=_=_________ _ __ _________ __ __ ________---_=_ =________- ____ __ _-___-_________ NOTE; ENGINEER TO E -N0P\O P G 0 ' o�G �fp� tfRpotN�c VERIFY FDN. * FT'G. , G CONG'\1�IVP�GpN\O� O,�-� .• _T___. I f f i 1 p' ---- ELEVATIONS PRIOR N $NGg-P¢t5p C _�____________________________ __ '- a of�ea G, O 2 TO CONSTRUCTION O 3 1/'D.DILLY COL.ON _______________3•¢.za__________________ O 0 } 30'X 30°X I OD.CONC. OROe _ 3• _ _ `4 - 5 _ .FOOTINGS 4 ` v ` 3 1/2"CONC.5LAE - O - , , , � --------------- ------------------ NOTE; CIVIL ENGINEER TO GCE� a " ZpvE VERIFY FDN. ANGLES PRIOR TO CONSTRUCTION Grp 12'b 36'O TYF 8'CONC.FOUNDATION WALLS FULL HEIGHT W/DAMPROOFING ON I GW.X 8'D.X CONT.KEYED CONC.FOOTINGS-PROVIDE ®- OLSON DESIGN ASSOCIATES 5/8'D.ANCHOR BOLTS OR 55 ELM AVENUE APPROVED EQ.Q 4'-0'O.C.MAX. Hyannis,Massachusetts 02601 FOUNDATION PLAN 1 2'FROM CORNERS MAX. 50a-T75-0300 email-olsondesign@wrizon.net CARLSON RESIDENCE =r-o^ LOT 7B -OLD JAIL LANE SCALE u4 BARNSTABLE,MA. DRAWN FOR: CARL A.CARLSON .II FOUNDATION PLAN _ey D.0. a^�) MAY 3,2009 v I ALL SYSTEM LEGEND S i ST M PROFILE MARKED WTHCMAGNETICTTAPEAOR BE NOTES O� /� COMPARABLE MEANS FOR FUTURE LOCATION. � 99- EXISTING CONTOUR SYSTEM DESIGN. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS APPROXIMATE NGVD ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE X 991 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE 64 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FOUND. s. ' FILTER FABRIC OVER STONE �'ai/road - 99 if - PROPOSED CONTOUR 94.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 92.9'-94.5' 3• MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. I_ DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD -- PRECAST H-10 BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS X98.4 PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW RE 8"(TYP.> a' uiN• owa' COVER PRECAST RISERS T0'BE AASHO H-LQ EXCEPT LEACHING CHAMBERS (H-20) H k.• 4"SCH40 PVC 4"0SCH40 PVC H-20 TOP SYSTEM EL. 91.89' TEST HOLE G - PROPOSED GAS SERV. SEPTIC TANK: 440 GPD (2) = 880 PIPES LEVEL 1ST 2' �4, COMPONEMORTAR NTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. ;.... W - PROPOSED WATER SERV. ENDS (1YP.) SIDES US o� op 0�� E USE A 1500 GAL. SEPTIC TANK 92.0 �o' 14" j ° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH PROPOSED ELEC. SERV. '�'�'o'o'° a INV S EL. 90 89' o LOC 91.65 TEE 150o GAL H-10 TEE - o 0 0 0 0 0 o 0 0 0 0 0 °o°;°o°o° 310'CMR 15.000 TITLE V. 5 ° o o ° ®��0 a0�a a�a� O �a0� ,0°0°000° ( ) 0 �� g S - PROPOSED SEPTIC PIPE SEPTIC TANK 91•40 „ ° , °°°°°°°° mOI-I1=1 ®Om mammmammomo °°°°°°°° s 0 0°0°0°0°0°0 °c ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 4' UQ. LEVEL ° °o°000°00000 oc o 00000000 UTILITY POLE LEACHING: GAS BAFFLE o 0 0 ° o 0 0 ° ° ° ° a�0�aa�DOO® 00®®®amooam °o°o°o �� Brag ACME OR EQUAL - o 0 0 0 0 o c N > o 0 0 0 000000°0 r °^O^O^O^O^O °^ '00000000 aoaaom®oaom oommmmmmamm ,°°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER e SIDES:2 (12.83 + 33.5) 2 (.74) = 137.2 GPD �, >°°°°°°°° .00000000 Lon �clFIRE HYDRANT 91.14 90.97 )°0°0°0°0 >00000 PURPOSE. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 12.83 X 33.5 (.74) = 318.1 GPD ' ' 6" SUMP MIN. popopopopop°popopopopopc 12" MIN INT.' DIAM. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 4' o°o°o°o°o°o°o°o°o°o°o°o1 3/4',,1-1/2" DOUBLE WASHED STONE 4' MIN. ante TOTAL: 615.3 SF 455.3 GPD DEPTH OF FLOW = ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6 TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) INLET DEPTH = 10„ COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. Iq LOCATIONS INSTALLER SHALL VERIFY THE WITH 4' STONE ALL AROUND OUTLET DEPTH 14" `° 10-CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE 1-888-344-7233 AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION(OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP - ELEVATIONS PRIOR TO INSTALLING ANY 82.0` BOTTOM TH-3 PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'f PORTION OF SEPTIC SYSTEM ( 2.5X SLOPE) ( 1 % SLOPE) ( 1 X SLOPE NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA APPROVED DATE BOARD OF HEALTH FOUNDATION 14' SEPTIC TANK 26' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED D BOX 8 FACILITY LEACHING FACILITY. 12. NO 'POTABLE WATER WELLS EXIST WITHIN 150' OF LOCUS IS WITHIN FEMA FLOOD ZONE C PROPOSED SEPTIC SYSTEM. AS SHOWN ON COMMUNITY PANEL #250001 0003 D DATED 7/2/1992 CB/DH FND LOT 8 \ MATTHEW EDDY � / LOCUS MAP \ LCP 39072E „ , \ S84'05 CERT. 154,140 / / i SCALE 1 =2000 f \ '39"E 5 WIDE GATE FOR MAINTENANCE \\ 536.65' // � ACCESS TO MATCH FENCE. / �� // / // / �/ � �� ASSESSORS MAP 277 PARCEL 20 \ (NORMALLY LOCKED IN PLACE) 5' REMOYACOF UNSUITAkE SO.L/REQUIR D / 4' HIGH AT SOW SIDE 0P LEACH04G FAC LITY, D T / \ U( i .S TABLE SOIL ��R: REPLACE WITH�LEAN g / / i / *88 79 _ MED. S TO ET SPECIFICATIONS OF 3�0 / / ZONING SUMMARY CMR,15255(, / /� // /i / // �� l �/ o � \ \ - - - _ - - - - / // // / / / // i ZONING DISTRICT: RG RESIDENTIAL DISTRICT 17 - _ - 3' WIDE SELF CLOSING_GATE ' i / ,/ i +88.05 N o IQ-MATCH-FENCE W/ / 2 MIN. LOT SIZE 65,000 S.F. + 02.46 LATCH ON THE INSIDE - / / , / l i PROPOSED Q Lot 713 \ \ 7 - OPENING OUTWARD- ! / / - _ 150'f from well Lot 5- - - - _ _4'-H1GI4- - - �Z 34t, i / / i WATER MIN. LOT FRONTAGE 20 __ i10� �p0 9.6 - 15 't from well Lot 6 / / i SHUTOFF i LOT WIDTH 200 _ _ _ - i L=�' 89.12 i Q MIN. FRONT SETBACK 30' 74,051 sq. ft. - - - - - - _ / 9 - / 3 ---100 9 g 97 � --'�� S i i MIN. SIDE SETBACK 15' 1 .70 acres _ - ' ss ,g 95.8 9 �-__`J i / M C� , m Shape = 21 .9 9s- - - _ - 98 g7C1496 95 -_0 �0- 960- / +9 / / _-�M MIN. REAR SETBACK 15 p �\ TH-t TH- '95 �� i i ��� / i v i ' SITE IS LOCATED WITHIN THE 98. .96.16 ;c O) \ - 11 g 'N;j 4..,,.� i:M , i o AQUIFER PROTECTION OVERLAY DISTRICT 91.6 a� ONSITE WELLS IN AREA, TOWN WATER IS �� d` AVAILABLE 4 �g ..• :. 89.01 --► r- ,, t . ..�,. �. \ 3' WIDE SELF CLOSING GATE �.� 9 9 � i / � � 4! s y f / a j o> i 89.35 � .. .._.. OWNER OF RECORD TO MATCH FENCE W/ � `�9 � � � X � L3 � / �/� � 91�+90.6 tr i , 11 -� LATCH ON THE INSIDE, +93.2I- . / _ - �" BENCHMARK: ,..., \ - - . +RE. POOL _ - _.._ F> OP ��, r; rTy ; EIv::.IG OUTWARD �, � ,., r _ � <t• SPIKE Ihi 'SHOWwi`Fi , y, y ^,•._. ...,,,... .,,,....:.; ion 4 3.a �,llt �' ��. 4 5.5X DOORS 1`,LL i J \ 4 HIGH 3�#X16_ 100'7 RES ,, i ELEV.: 89:84 CARL A, CARLSON, II r 177.00, , `_-- \ 4' BLACK VINYL COATED BE ALARMED P R' 117.7 / ,! °��.0 i PO BOX k184 i O• ' d i SWIMMING POOL PROPOSED e/ CHAIN LINK FENCE, 2 3'-&5' DEEP 95.59 QUICDING COI BRICK WAL w 'L a � �� A 02630 \ ' ; BARNSTABLE, M OPENINGS <1 1/4" 2 CL / ,; / �"�' -► i HOU R LANDSCAPE / " F /�/6 � Q 0�, \ 3' WIDE SELL`CLOSING GATE \ � � ��� o // / RICO Ka& ISLAND / LOT 7 A 9 49'SS.. �\ TO MATCH FENICE W/ \ \ o BLUESTON / / 9. 2 L_27.40' LATCH ON THE NSIDE, PA110 TOP I`D.=96.5 STEPS / I i W CB/DH +89.6\ OPENING OUTWARDS i i/ M / E R-40.81 4' HIGH - T-- REFERENCES CARL A, CARLSON, II 1 / / P /E i i 277 OLD JAIL LANE I \ - / / E E -E / BARNSTABLE, MA 02630 EXIST. I +90-77 / / +90 7 / ' �89.76 ! LAND COURT CERTIFICATE 160,404 11 \ i - - -90- - - PROPOSED I t89.28 1 P - - / WATER I , I LAND COURT PLAN 39072-B LOT 7 I BACKWASH PT •---� POOL x '- GARAGE / - SERVICE I ', ANR PLAN DATED 5-23-08 SIGNED 6/23/08 SHED 89.0 \ \\ 4 pw, OR\N OP 9_ -- \ i i ,I DIVIDING LOT 7 INTO 7A & 7B +89.70 I50.0' EXISTING TEST HOLE LOGS WELL DAVID FLAHERTY, R.S., SE2755 I s���'3 \\ \ �� +90.69 � / N ENGINEER. \ 89.34 + 0. 1 GAR.,-, 8.66 +8 40, , , ,88' \ pg \ I - GRADING Tb BE I/ WITNESS: DONNA MIORANDI, R.S. I \�\\\ - - } 61 i �\ COMPLETED 'AND � SLOPE STABILfYED\/ DATE: OCTOBER 28, 2008 \ \ \ - \ OO CONVEYANCEN LOT 7A RS` \ 89 9 - -8 < 2 MIN/INCH ` \\ 93 PROP \\ \PERC. RATE. - � _ � � PROPOSED �, 12399 \ \\� \ -86.85 - 92 91 - _ - �- _ \REINFORCEMEBOULDER NT Q �0� �F. CLASS SOILS ' ITE PLAN P# �� \ �\ � TITLE %.;p ��+8 . � so 5• '\ \ _1.° EXIST. L+J \\\\\ -1 \�6� / 88 89 \ ��tx� \ QQ�o �e OF ° ELEV. DWELLING - - ELEV. ELEV. � ELEV �-� �' 4 'V" `Y #277 OLD JAIL LANE 0" 95.5' 0" 95.0' o" 93.0' 0" 92.0' M \ 8�\ \ Ss \ �P A A A �8 _ _ - ' - 85 -84 - ,,� - LOT 7 #275 OLD JAIL LANE LS LS LS L \ - - - - MA 1 OYR 3 3 1 OYR 3 3 ' 1 OYR 3 3 DECK \ � � , � � � - - 6 � BARNSTABLE, 8" / 12" 10YR 3/3 4„ / 6„ \ 8�� \ \ - - - - - rp�. DK �� �0 v GP���G \� � , - - - - - -82- - B B B B \ 80 \ \ \ \ - - - + .57 �`��-�•°�`�e PREPARED FOR +81.79 LS LS LS La \> ��9\ � � � ` - - - - - 81- - - - °�FQ` �p�o „ 10YR 5/6 10YR 5/6 1 OYR 5/6 10YR 5/6 \r � + 7.4� \ \ C, Q CARL CARLSO-N 30 93.0 24 91 .0 89.6 32 92.3 29 o \ \ \ _7 - - DATE: FEBRUARY 24, 2009 z REV. JULY 16, 2009 (BOH NOTES) PERC C C PERC C C 76.30 \ \ �-78- / NOFMgs �SHOF4f4s. Scale: 1"= 20' sgey DANIEL cy� F76.87 � DANIELA. �N �� A CIVIL OJALA m 0 10 20 30 40 50 FEET FMS FMS FMS FMS /�) c No.46502 �Nn:40980 v 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 6�2'03.,w / o� s!�S N\��`` ��qN�� svo`' off 508-362-4541 5% COBBLES 5% COBBLES 5% COBBLES 5% COBBLES 90 / �1 �b f p` oNAL E fax 508-362-9880 downcape.com OF 120" ' 138" ' 132" 8 ' 120" CB/DH / ��' 9Oy o� FDA IEL yo 85.5 83.5 2 0 82.0 0 �y'(NOFMgss c ���• Ss�c�r DANIELA. A, down cape e�gineer�ng, 117c. FN D / OJALA ; OJALA y CIVIL No.40980„ civil engineers NO GROUNDWATER ENCOUNTERED / o �� �° NoI TS land surveyors G�STER \ N 835� �O� SS,O ��G "R 939 Main Street ( R to 6A) YARMO THP DATE DANIEL A. OJALA, P.E., P.L.S. U ORT M/� 02675 LICE #07-246 07-246 CARLSON.DWG (DDF)