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Home My WebLink About0095 THIRD AVENUE (HYANNIS) - Health 9,5 Third Avenue 246-094 Hyannis �r I I TOWN OF BARNSTA.BLE LOCATION ) SEWAGE # ! VILLAGE A ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY A�A9 ry LEACHING FACILITY: (type) C� �� (size) �f� �� NO. OF BEDROOMS J 4BUILDER OR OWNER ��✓ PERMITDATE: OMPLIANCE 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 st within 300 feet of l .ching fa i ' Feet y Furnished b Rs � X J, 2 aya r t No. 1 , r Fee F THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y J. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ftprication for Digooar bpgtem Construction permit Application for a Permit to Construct( )Repair( ).Upgrade( )Abandon( ) El Complete System O Individual Components Location Address or Lot No. . m y Owner' e,Ad res el.No. / / px��Assessor's Map/Parcel ® ' Installer's Name,Address,and Tel.No. Designer's Name,'A4ddr�ss and Te Noo0 . /f� @b fg�� ®Y/t//v t/ ''�J 6161 V1 Y Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title. Size of Septic Tank Type of S.A.S. "80 . , Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned a es to ns 'ion nd maintenance of the afore described on-site sewage disposal system u in accordance with the provisi s of n nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss by oard f 17 Signed Date S Application Approved by !;� Date Application Disapproved for the following reas r Permit No. �' Date Issued .v""ti-r^^M"""`�"�*a-..:%.+-�•�e.�rr..�„�.....+--7.F�...ti,t�.^.•^-r-.+x., :t..:✓.....-- �. ..._ ..✓.,,,�... .Y...•- „, •.,,•`^.,... `pro'_.:-' •-�- •.- . ♦. v�.. -•-r -..:i..... ] No. Vc- _. nI� ..� Fee 1 �, vt vm Entered in computer: .� THE COMMONWEALTH OF MASSACHUSETTS" Ye` t� PUBLIC-HEALTH DIVISION - TOWN OF BARNSTABLE.-MASSACHUSETTS pY cation for &.5pont by.5tem Con!9tructiou Permit Application for a Permit to Construct( _ )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components „,rLocation Address or Lot No. Q ) Owner's NA9P res d el.No. Assessor's Ma p/Parcel vrvO / rJ•r Ax, Installer's Name,Address,and Tel.No. Designer's Name,A dr ss I d Te o. O N r 6 C l/�0 �� i F Type of Building: Dwelling x No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers Cafeteria YP g ( ) ( ) Other Fixtures' Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title - Size of Septic Tank U Type of S.A.S. ..Description of Soil /5 Nature of Repairs or Alterations(Answer when applicable) L z- V Date last inspected: Agreement: The undersigned agrees to eh ur he co-ist'rua ion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions�of T'IIt1e 5__a_the,. nvi o mental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss "Ay tKis`Board ,f e Signed Date Application Approved by ��r^ �" o . �G�t / _ Date (� Application Disapproved for the following reaso \" / r— c.- - / Permit No. _ Date Issued / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY thal the On-site Sewage Disposal System Constructed( )Repaired Upgraded( ) i ,Abandon ( )by rk - t at ha e�emconstructed in accordance with the provisions oP Y Construction of Title 5 and the for Disposal System Permit. 1�1 .dated _ Installer � Designer ►� L ' The issuance of this permitshdll n/ot be construed as a guarantee that th sy�,L"l�1(i,-Tl,l,�fudu��nction as designDate /1 / Inspector� -" No OD Fee /�1 `- 1 ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migoaf *p5tem Construction Permit Permission is hereby granted to Construct( )Repair$6 Upgrade Abandon( ) System located at I �:�" r �� J J�a y)-.- o S 2 cz � 14 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. I Provided:Constru tti/on rpust be completed within three years of the date of pe. . Date:_. 7� Approved by - - A : . r TOWN OF BARNSTABLE LOCATION SEWAGE #2wT VILLAGE 4�� ASSESSOR'S MAP.& LO INSTALLER'S NAME&PHONE NO. : SEPTIC TANK CAPACITY LEACHING FACILITY: (type, C? � (sine) Zb NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: OMPLIANCE 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 leiching facility) Feet Edge of Wetland and Leaching Facility.(If any wetlands st within 300 feet of 1 Ching fa i ' Feet Furnished by 0&4- � S (0 - 3f e RECER Town of Barnstable P# SEP 1. 7 2003 Department of Regulatory Services oF"E TOWN OF BAr<N'_i::;'ciLE Public Health Division Date D 3 �/ HEALTH DEFT. 200 Main Street,Hyannis MA 02601 sARxBr,ABM i Fee Pd. rcc) an �� Date Scheduled ! —.l 03 Time �C Soil.,Suitability Assessment for Sewage Disposal Performed By: DA t,3 L_ A• 03ALA 'PL6 61T 6V Witnessed By: Wlit%J A, _ LOCATION & GENERAL INFORMATION Location Address ��5 y6�_��;� Owner's Name r " ' Address l( (`^ 4 03,241__-._— --� c/D 'how J.7 (hPE EJ�16.VNebR1"�k Assessor's Map/Parcel: Z l0—o ( Engineer's Name 1��4N 1Et. A • 0JAL4 p%,S 6 t7T NEW CONSTRUCTION t1 REPAIR Telephone# So '3 6 t 4 5 H Land Use V/ACC-A l`J_N Slopes(%) 'O ' 7 Surface Stones- Distances from: Open Water•Bod;' ft Possible.Wet_Area � 'ft.,Drinking Water Well ft Drainage Way ` ft ' Property.Line yl'�.f "� ft, Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _P1 QC- WAY _Pk►JE 35' ,� IS oil r Q 0 O r O v G �hL 100•rp i Parent material(geologic) (Oy f�+-1n5t1 Depth to Bedrock Ze717 Depth to Groundwater: Standing Water in Hole: ND�C Weeping from Pit Face Estimated Seasonal High Groundwater !" J DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: �•� ��G' Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: I V in. Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date o1 ((• Tome 111y`) Observation 1 " ' Z Hole# _- ___- Time at 9" Depth of Perc C C � •Z Time at 6" 00 0;ob Time(9„-6") Start Pre-soak Time @ End Pre-soak Rate Min./Inch �.z / Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) , Original: Public Health Division Observation Hole Data To Be Completed on Back--------- Q:HEALTH/WP/PERCFORM DEEP O$SERVATION HOLE LOG Hole# J-N I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Graven o --7 0 1A 5 l_ 1 oyiL 3/Z -7- 36 3 L- 5 10 y,2 5/1, 36 - 1 zo C.•I At S4 Ntb -Z 5 y V7, G'LL /M lF SA N� Z •S�/ 7/2 �c�, 5 i 1�' tj o DE1 P Ot F RyVATI@l I,OT.E L Dole# 7�i_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.), 4 (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Graven •r � - 3? " 13 t-5 f o y l�- 5/� • 3-7 S r 7/3 �% 5 r,,,,,•��-fi,b,�,,. g l 1'��c i s� 1'LO - 1'i•5F1', CZ M/� "5 A�I> Z• Sy��z- w si)} - n�o � . ra • FN7 . ERVATI�NQ'IE L Holy# f D EI�le" t I Depth from Soil$orizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. i Consistent %Gravel ••t• t DEEP O1B'RE'RVATION HOL.E L GG ff010 # Depth from "Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) O ` • Flood Insurance Rate Map: / Above 500 year flood boundary No_ Yes V Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depthof Naturally Occurrine 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? 4< _ If not,what is the depth of naturally occurring pervious material? , Certification . 4 r .t t I certify that on NQ V ? !(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. Signature�� '-� �/ Date 6 O7j Q:HEALTH/WP/PERCFORM ° _ WRA Design LISP" OF DRAWINGS , •;••' •, 71 ROSSMORE ROAD b ,a AO TITLE PAGE „",2 i 617 983-9062AJCA ,MA 02130 -- '` wradesignQatt.net S SITE PLAN '` Al FIRST FLOOR PLAN °u°�Y• ° °'" A2 SECOND FLOOR PLAN I< < - A3 ELEVATIONS/SECTIONS ' z A4 ELEVATIONS/SECTIONS X ' -�'- ,t Sl FOUNDATION PLAN ° S2 FIRST FLOOR FRAMING I j °- -° p S3 SECOND FLOOR FRAMING ,��` S4 ROOF FRAMING 4 -- = w PROPOSED DRIVEWAY 1 ip P.w \E pp,, ✓M 115-O' 30'-0" THIRD AVE -'-� --OCEAN I Ll_IJ I_LLIJI_I_J_LLI_I_I_IJJIJJJ111_ ` --- -�I�I 1 86i8 ®11 �-11J1}j ' IJl ' " _ uI - -- L��I __u� I_LI� I �ILLI.I_u1L_I_I_�w�! Ll�@_« LLLW_ -I JJL_I 11.1-11IIL IUI_ILLI_■J 11■fJ■�I J_■UI_■J■_LII I_III Ill Jw _ I__ JJLI LI 1_I LIW.I. I. ■■■■■®■■■■ ■■■ I L1L�I_I_L�I_IL___I1 lU�_IJ_il1_l�_1�1_1I�LLLJl�ILJ LI_ ' - �:- 11LU.JlJ_��l�W_ Lll_Lo U I o a a a rI 1JLLi �-'- _ ,LLILI 11 U1 LI -( '> 111i 11 Jd; 16 I I I II IIII I d I. I I --- _ I Six H nna Residence ' ;lAvenue , West H annis ort M _ u �® March, ,2004 L SCAE:t/4"A'-O"uno c 1. ve Ii WM Design 71 ROSSMORE ROAD 6 JAMAICA PLAIN, MA 02130 617 983-9062 wradesign".net 1 5'—O" d � .��b BrV,�p6 ' ��b •,�t� D V vL�V1'i a g =V! M�1:�Ui3 V J4' I aUaUf@ POC1 , \ I ��i > \ `POUT DOOR IIPGtLMk�!\.! L '+ e :i' X? ULJ n r3 � _, •_��y Q,_ " PROPOSED DRIVEWAY a� do �aa " Du a a o6` vRs u .. M ,oi• a RdydaoCop o �. 1 5'—O" J 11 5-0" 3 O'—O" -�� -- THIRD AVE OCEAN SITE: 1 /8"= 1 '-0" H nna Residence rdAvenue , DIMESIONS ARE APPROXIMATE west H annJ ort MA Marc SCA L.E:?/4"A'-O"uno 1� oV cl WDA Design 71 ROSSMORE ROAD 6 0i JAMAICA PLAN,MA 021 0 , J, —1 30 F 617 983-9062 z wades1gn@affnet DOOR SGMEDULE Y rt,e\ T" Mark 5t�ie WD 10-0' 1 51-01 10,-0, 151-01 Do I Binged-5irglc-Exteno r g!, 1, - ---------- 002 5t.ndRrd 003 Hinged-Double_ ,Fpl-to'r 004 Pocket-5irzj�) G-6 005 rocket-5,Nle 2-4. 6-8. future pod 006 Hinged-51rzjle 2'-4" G-8- 007 Hinged-Double PP ['-3'1 6,-8" Z,, A 008 Hinged-SrjL- 21-6" 61_8° -009--Himged=Double-pR-I-zo- \/K Q T 010 Cased Opening 4' 6'-8. ( 011 Hinged-Double-Pulli.rte PP 2- G-5' V tio, D 012 Hinged-Double-Full Lite FIR 2- 6'-8- 9;Q'n; 7 013 Hinged-5iNle-Exterior Z-& Q-81 > V X JILT-IN EATING 014 Hinged-5in,31e-Exterior L 015 Overhead5e,�Eoral 9' IN G'-B' U PAGES �c f 9. rp-8- 3--G" 4.0" 3'-G" 10-0- /b T DOOR FIRE P 0 Overhead k a J x/ T! 7 brec �!Oprq 5-0 ,-J 017 Case 5 D��_v y _x ot8 minged�.5inqie-Exterior INA" op Ll p 019 ca Cased orenN I HE -1 013 3 P-5" 0 c3 " Y 11BULKIER W- 2-0" 3 0 .0 (D FAM!L!NOM BENCH —Ilq—.tc hen 01 half%A11 VE 4 :s __I—01 C'OV::R RED J_ 1002 BREEH�AY, d -sunroom A GA GE 0 8-- 1 -i , 1 1 DOWN closet 009 0 t j J_ ,-[- -sunroc !0 -lot BAshwli .0 LOOP 113011! DIN M V-5" 2'-4y2* 3,5. rro� 11 6 J 0- D FOYER BEDRC Om �h _7 UP 0 15'-C 10" j l k\ oa d 4'-G" 4'-6" 15'-0' G-O' 12'-7' w 40- N ® z �� 3 FIRST FLOOR PLAN 1573 S.F. WINDOW SCHEDULE 0 1178 SECOND size 1, 0 2751 S.F. Mark�Quaritityl MODEL 5tyle width hieqht H,-�nna Residence 417 S.F. INLAW SUITE A 7 DOME HUNG 31-0" 5'-O° JrAvenue 13 14 C24 W/AP41 CA5�EMENT-DDUElLE _4j:_4' West Huanniswrt. MA total w/inlaw suite= 3186 S.F. 0 41 CASEMENT-DOU51LE 2_ 4- 2� AWNING r Z�200+ Z,K) N� G 3 AW31 31-01 m 4- Mat h 2- Al SCALE:1/+"/1'-0"uno WM Desi�in 71 ROSSMORE ROAD 6 JAMAICA PLAIN,MA 02130 1 617 983-9062 2 wradeslgn@a#.net Aj4 12'-0° 2'-0° I I.-G., 9_I— 2_5. ! 13_0 2,-0" 1 6'-4" 5'_2" 10 039�-.. closet ao l, 03 dine 38 I BE-®-R-O OM-_1 o3s hl W'ak Oo32 la—nd doi n-gc� _ �z s�: ry oz2 a toB ROOMROOF BELOW hall 2 bc ti29� ti ni —034_. ath_ _i\`� /,� / O ralll e ---cl N KITCHEN I �/ / 031 -- ---- -g-� BED ROO 2 g a b'r �� LIVING P MASTES N BEDR M N oper N - aJ vault cing a yam„�G N i N a'-o" 6'-s" P G.' 7' P s'-6° a'a• SECOND FLOOR PLAN 10 1178 S.F. / INLAW SUITE 36-a' 417 S.F. 2'-0° lalw° 13-0° 2'0° DOOR SCHEDULE I� sIZE WINDOW SCHEDULE Mark Style WD MGT Size 021 Standard 2'-G' 6'-8' 022 Hinged-Double PR 1'-G' G'-8" Mark Quantity Style width hleght notes ` 023 Hinged-5,%k I' 6'-8' P I DOUBLE HUNG 3'-0' 4'.8' TW2104G G 42 AWNING 3'-0" 2'-4° AW31 024 Hinged-5,Nle 2' G'-8' 025 Hinged-5i gle 1' 6'-8" Hinged-5,Nle 2'-G' 6'-8" 027 Hinged-Double PR P.3' G'-8' 028 Pocket-5ingle 2'.6' G'.8" 029 Hinged-Sugk 2'.6- G'-8' 030 Hinged-5rgle 2'-G' 6'-8' 031 Hinged-Double PR I'-9' G'-8' 032 Hinged-5NL 2'.6' G'-8' 033 Hinged-Double PR 2' G'-8' 034 Hinged-5NIC 2'_8° g_8' 035 Hinged-5,gle 2'_4' G'-8' Virgnna Residence03G Hinged51NIC 2'-8' G'-8' Avenue 037 Hinged-Double PR 2' G'-8' Yy est HuannisDort, MA 038 Hinged-Double PR 1'-3' G'-8' Mar//��e 2O0`}' 039 Pocket.5ug1e 2' G'-8° SCALE:?14-- Ip'"O"uno DOOR SCHEDULE WRA Design 1 2-a' 15'-0" I a-o" 15'-0" SIZE 71 ROSSMORE ROAD 6 Mark Quantity Style WD INGT I THK Swing DlrectiOn NOTES JAMAICA PLAIN,MA 02130 012 Hmged-9 fe 2'.616W 1 I g- Leit - 617 983-9062 013 1 Haged-N qie-dt— 2,6• 6b•I I am- Ryht WLMCAD DOOR wradeSIQnQatt•net 2 014 I m-pd-9"Je 2'-6' 6'-0'11 9/4•1 Lek qlq WINDOW SCHEDULE Size Mark Quantity width hleght notes a 27-1 O" 22_2" — — — — — — N — I I I �D ? m _ _ J C7 L— J I I L — — — — — — — — — ' a a� I ' - - - - - - - - - / \ —.— — — — — — — oa o1s I BULKHEAD 3-1/2"CONCRETE FILLED LALLY COLUMN ON 30'X 1 2" I 10:'CONC RTE FILLED SONOTUBES — — — — — CONCRETED BAP I 4'-0"BELOW GRADE METAL BASE d \ I m / LINEXCAVATE9Co -BETIVI PACKET — — — — — — — oi — — — BEAM-POUKET— UNEXC-AVATED- I -- o - - O - i — — — N t;, --- - - — — — — — — — — — � - - - - - - - J I m / G''RAGE 10"CONTINUOUSLY PO RED I I I I CONCRETE FROST VV 411.5 I I 5'-I a' 0-0 61.6 6'_6" 0-0 0-0 I 4'_0" ELOW G ADE ON 24"X 12"FOOT iNGS W/KEY MAY I POURED I I "CONTINUOUSLYUR \ CONCRETE FROST WALLS L cp P 4'-0"BELOW GRADE ON 24"X 1 2"FOOTINGS W/KEYWAY I L_ — — — — — — — — — — — — — — — — — — J I /O„C Nrj1 — — — — — — — — — — — — — — — — — — — — — — — — U OL' g„ \ SC yPO�'QFO 9=3„ ON 2y„ CONCRF 2'-O" 25'_01 1 5'-a' 6'O P,'I" BF�zb bGs11'WFGZ WEN �io 40'-O° 1 8'_7" 22-2" 10"CONTINUOUSLY POURED CONCRETE FOUNDATION WALLS ON 24"X 1 2"FOOTINGS W/KEYWAY FOUNDATION/BASEMENT PLAN 102'-0' Hanna Residence rXAvenue , t H annis ort MA Marc 2004 / SCALI=:�/4"/1'-O"uno �JV r WRA Design 71 ROSSMORE ROAD 6 JAMAICA PLAIN,MA 02130 617 983-9062 wradesign@att.net 0 17 - — - -- - Q---- Q--- 4- X I 2 B A LT UP AAlI B M 17 2X 1 O FLOOR JOISTS 2X 12 FLOOR JOISTS @ I G"O.C.SOLID BLOCKING MI05PAN 2 I O FLOOR JO15 5 @ I G"O.G.SOLID @ I G"O.C.50LID BLOCKING MID5PAN BLOCKING MIDSPAN FIRST FLOOR FRAME Hnna Residence Avenue , West H anrns ort MA Marc 2004 SCALE: uno JL WM Design Ell 71 ROSSMORE ROAD 6 JAMAICA PLAIN,MA 02130 617 983-9062 wradeslgn@att.net Im 3EA nod LA 2� VO U' OPEN ��Q 200�00 O O ti L A X 10 FLOOR JOISTS Q I G"O.C. SOLID BLOCKING MID SPAN PIF RAFTERS DOWN TO ACHIEVE 5LC PE FOR RUBBER ROOF 2X 12 FLOOR JOISTS Q I G"O.C. 2X8 CLNG (SEE SECTION) SOLID BLOCKING MID SPAN JOISTS SECOND FLOOR FRAME H nna Residence L3r�Avenue West H annis ort MAS3 Marc ZOO+ i SCALE:0-PA'-O"uno 1^ t a WRA Design 71 ROSSMORE ROAD 6 JAMAICA PLAIN,MA 02130 617 983-9062 wradeslgn@att.net 2x 10 ROOF RAFTERS Q I G"O.C. 2X 12 RIDGE Jj CU O O J DOWS WAUC "�D I OO 2X1 CWGJOISTS I S IqFT 16, , I I I L ROOF FRAME H nna Residence 3r�Avenue West H annis ort MA Marc ,2004 5CALt:1/4"A'-O"uno WM Design 71 ROSSMORE ROAD 6 JAMACA PLAIN,MA 02130 617 983-9062 El wradeslgn@att.net 0 O SD H nna Residence 33rdAvenue West.H annis ort MA' Marc 2004 EFP SCALE: uno WRA Design 71 ROSSMORE ROAD 6 JAMAICA PLAIN,MA 02130 617 983-9062 wradesign@att.net I U cif — J L I so O � SD I H nna Residence Le r�Avenue , st H anrns Dort. M ) Marc 22;Z c B WRA Design 71 ROSSMORE ROAD 6 JAMAICA PLAIN,MA 02130 617 983-90U wradesign@aft.net 5ilw W —r down men \ L - - SD SD I Irailing I / Zs� IF I � \ \ Henna Residence Wr Avenue est HuannisDort. MA Marc ,2.004 SC�ALE:1/4"/V-0"uno TOP FNDN. AT EL. 32•5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: D.A. OJALA, SE 31.0 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEMco 29.0, WITNESS: SAM WHITE, RS CRAIGVILLE BEACH ROAD 2" DOUBLE WASHED PEASTONE-, 9 -I 29.5' RUN PIPE LEVEL DATE: /16/03 PERC. RATE _ � 2 MIN IN PROPOSED 1500 FOR FIRST 2' 3' MAX. / CH GALLON SEPTIC ! 28.0' TANK (H- 1O ) G1 IT"EE 26.33' CLASS I SOILS P# 10,575 MAPLE BAFFLE 5.AS 85' :�25.68' 10, �] O 0 0 (� O MIN 25.5' L 0C] O a ace 7F1 r ( Ix 2 % SLOPE) 6 CRUSHED STONE OR MECHANICAL 0 0 � C� � xC OMPACTION. (15.221 [2i) �g 2' O O 0 O C� Cl 0 23.5' 1 ELEV. z PINE DEPTH OF FLOW = 4 ( 8.6% SLOPE) ( 1 % SLOPE) 3 4" TO 1 1 2" DOUBLE WASHED STONE �" Q 30.2' p" Q 29.2' TEE SIZES: / / INLET DEPTH = 10" O/A O/A LOCUS OUTLET DEPTH = 14" ,+ SL ++ SL 7 1OYR 3/2 7 1OYR 3 2 LOCATION MAP NTS FOUNDATION- 30' SEPTIC TANK 22' D' BOX 20 LEACHING B BFACILITY 8 8, LS LS ASSESSORS MAP 246 PARCEL 94 FROM GARAGE 11' ZONING DISTRICT: RB 36'. 10YR 5/6 27 2, 37" 10YR 5/6 26 1� YARD SETBACKS: Cl Cl FRONT = 20' PERC MS PERC SIDE = 10' Ms TR SILT 5% GRAVEL REAR = 10' PINE wA Y 14.7' 2.5Y 8/2 2.5Y 7/3 PLAN REF. - 34/23 (NET C�NST 120" Z0•2' 120' 19.2' FLOOD ZONE: C RU�TEp) C2 c2 +27. 9 C, ,;.+29.10 _M- - M/F SAND M/F SAND 1 2.5Y 7/2 2.5Y 7/2 00,pp +30.03 ' 0 1 I BENCHMARK: MAG NAIL SET IN TR. SILT TR. SILT i PAVEMENT AT ELEV. 30.3' 1' 138" 18.7' 174„ 14.7' NOTES: � N Tlit i NO GROUNDWATER ENCOUNTERED / r �30.16 O APPROXIMATE NGVD / "�' fo.? i 1 . DATUM IS SEPTIC GARBAGE DISPOSER IS T PROP.. 1500 GAL ,�j �, j +39.23 T DESIGN:I _ _ ( ____�Lfl_, AlynwF[L _.___) 2. MUNICIPAL WATER IS _AVAILABLE SEPTIC TANK --� I� DESIGN FLOW: _5 BEDROOMS ( 110 GPD) = 550 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. TH2 Cr p / USE A 5 20 GPD DESIGN FLOW 4. DESIGN LOADING FOR CHAMBERS TO BE AASHO H- 20 SEPTIC TANK: 550 GPD ( 2 ) = 1100 DESIGN LOADING FOR SEPTIC TANK AND D'BOX TO BE AASHO H- 10 Q 11 PROP � I / 1.09 / a 5. PIPE JOINTS TO BE MADE WATERTIGHT. GARAGE `y r° USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 28.14 �� ENVIRONMENTAL CODE TITLE V. +29.92 II I z.��- -- I a � LEACHING: 0 2(47.5 + 10.83) 2 (.74) - 172 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ' SIDES: +30.91 uj TO BE USED FOR ANY OTHER PURPOSE. \ lI W BOTTOM: 47.5 x 10.83 (.74) = 380 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 747 S.F. 552 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ' 29,55 cC USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. o " +3166 �, [� EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS '= / / 1 +29.24 I +30.28 3 p 31. LEGEND v o �-- TITLE 5 SITE PLAY 31'0of PROPOSED SPOT ELEVATION OF 1 (( ' 95 THIRD AVENUE PROP. DWELL. oa W 1 / TOP FNDN 32.5' 1 Cr +�1.96 ; 100x0 EXISTING SPOT ELEVATION 1 IN THE TOWN OF: % b7 MOPROPOSED CONTOUR ( WEST H YA N N I S P O R T) B A R N S TA B L E 30.81 I``�-_3 100 EXISTING CONTOUR j +3M 29,10 PREPARED FOR: K E VI N H A N N A +29.76 I LOTS 158,160,162,164 �r� \ 1. 6 20 0 20 40 60 6,000 SFt 1 BOARD OF HEALTH c, 1 \' APPROVED DATE SCALE: 1" = 20' DATE: OCTOBER 8, 2003 + MA 0.001 REV 1/15/04 +30.11 ; REV 3/11/04 (MOVE ST) I off 508-362-4541 3 .07 fox 508 362-9880 +30.33 _30 2y CE,I' RESERVE AREA SHALL CONSIST OF y 4�' F►a SS9 �1��SN O -is`,9c, - 28.51 H_20 LOADING COMPONENTS IF EVER down cape engineering, Inc. o� ARNE H a o� ARNE yc {�36.01 UTILIZED AND VENT PIPE WOULD BE g� OJALAN" REQUIRED CIVIL ENGINEERS CIVIL N 0JaLA N No. 792 8 LAND SURVEYORS 0o -P S/ONA E AHD SURVE�� G 03-247 939 main st. yarmouth, ma 02675 A E H. OJALA, .E., P.L.S. DATE TOP FNDN. AT EL. 32.5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: D.A. OJALA, SE } 31,0 MINIMUM .75' OF COVER OVER PRECAST /° WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM W R 8 29.0 WITNESS: SAM WHITE S CRAIGNLLE BEACH ROAD :• 2" DOUBLE WASHED PEAS ONE 0316 RUN PIPE LEVEL DATE: 9/ / 29.5 FOR FIRST 2' 3' MAX. _ < 2 MIN/INCH rp PROPOSED 1500 E / PERC. RATE - GALLON SEPTIC 27.75 EE "` 10,575 MAPLE 28.0' 26.33 CLASS ISOILS P# TANK (H- 1O ) GAS BAFFLE211T �� _25.68 o a a a O o 0 0 C3 MIN 25.5' pOL7 � O OCOC7O p X ( 2 % SLOPE) L6" CRUSHED STONE OR MECHANICAL Q� � 0 0 0 � 0 � 0 '�` a COMPACTION. (15.221 [2)) 00��5$ 2' 0 0 0 0 0 0 0.0 (� L o� 23.5' 4 ELEV. 4 PINE DEPTH OF FLOW 4 (8.6% SLOPE) ( 1 % SLOPE) O 30.2' O 29.2 TEE SIZES: 3/4 TO 1 1/2 - DOUBLE WASHED STONE INLET DEPTH 10" O/A O/A LOCUS 140, SL OUTLET DEPTH SL 7" 1OYR 3/2 7" 10YR 3 2 LOCATION MAP NTS FOUNDATION-- 30' SEPTIC TANK 22' D' BOX 20' LEACHING B B FACILITY LS LS ASSESSORS MAP 246 PARCEL 94 FROM GARAGE 11' 8 8 1 OYR 5/6 37" 1OYR 5/6 ZONING DISTRICT: RB - 36 27.2 26.1 YARD SETBACKS: Cl Cl FRONT = 20' PERC MS PERCE MS TR SILT SIDE = 10' 5% GRAVEL REAR = 10' PINE WA Y 14.7' 2.5Y 8/2 2.5Y 7/3 PLAN REF. - 34/23 (NO T CONS T 120" 20.2' 120' 19.2' FLOOD ZONE: C RU TED) C2 C2 ' -. _ .. ,...` M/F SAND M/F SAND o, 29.10 N i 2.5Y 7/2 2.5Y 7/2 w 100.00, -f•30.03 � � BENCHMARK: MAG NAIL SET IN TR. SILT TR. SILT PAVEMENT AT ELEV. 30.3' i 138 1 118.7' 174 14.7' TH1 t NO GROUNDWATER ENCOUNTERED NO ES: Z� N / / *30.16 �- �` to.2 i ,. ...i�f,i UM::.1S APPROXIMATE NCVD . f SERT!(,,.DESIGNi------(GARDAGE DISrOSER' Is AVAILABLE +s .23 1 7�f1,�1 nwFn - ) 2. MUNICIPAL WATER IS ,PROP. 1500'GAL 9 SEPTIC TANK THZ / ► DESIGN FLOW: _a BEDROOMS ( 11 n GPD) _ 550 GPD 3. MINIMUM PIPE PITCH TO BE 1/ 8" PER FOOT. o W USE A 550 GPD DESIGN FLOW 4. DESIGN LOADING FOR CHAMBERS TO. BE AASHO H- 20 o ! SEPTIC TANK: 550 GPD ( 2 ) = 1100 DESIGN LOADING FOR SEPTIC TANK AND D'BOX TO BE AASHO H- 10 1.09 , 5. PIPE JOINTS TO BE MADE WATERTIGHT. 17' PROP 3t.p ! W 29.14 GARAGE ` �.�� 3\ USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. +29.92 -- a LEACHING: 7 ENVIRONMENTAL CODE TITLE V. 1 2(47.5 + 10.83) 2 (.74) = 172 S LAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT +30.94 � SIDES: TO BE USED FOR ANY OTHER PURPOSE. \% `� BOTTOM: 47.5 x 10.83 (.74,) = 380 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \%`, �� 1.,1 30 LIJ i TOTAL: 747 S.F. 552 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ' 29.55 <C USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. o - o EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS +3146 1 O +29.24 �' 1 ' Z LEGEND +30.28 ;1 0(0 TITLE 5 SITE PLAN o 1 100.0 PROP. DWELL. PROPOSED SPOT ELEVATION _ �" °F 95 THIRD AVENUE , o � TOP FNDN 32.5' a +�1.96 10OX0 EXISTING SPOT ELEVATION IN THE TOWN OF. 100 PROPOSED CONTOUR ( WEST HYANNISPORT) BARNSTABLE / \�� 100 EXISTING CONTOUR PREPARED FOR: 3081 KEVIN HANNA 3i. . 29.10 +29.76 1 LOTS 158,160,162,164 l 20 0 20 40 60 6,000 SFf BOARD OF HEALTH o ^ 1 M � 1 ' MA SCALE: 1" = 20' DATE: OCTOBER 8, 2003 i APPROVED DATE REV 1/15/04 00 00' j REV 3/11/04 (MOVE ST) +30.11 ,3 .07 off 4541 fox W _S 362-9880 +30.33 OF 1,4,gSS jH OF lfgs 30 29 ♦2851 RESERVE AREA SHALL CONSIST OF down cape en ineerin io�� 9cyGo` c�G Ol H-20 LOADING COMPONENTS IF EVER p g g, nc. ARNE H. ARNE u, J, UTILIZED AND VENT PIPE WOULD BE OJALA H. REQUIRED CIVIL ENGINEERS No CIVIL y OJALA H LAND SURVEYORS f, -f 1ONA E AHG SURVO G 03--247 939 main st. yarmouth, ma 02675 H. OJALA, .E., P.L.S. DATE TOP FNDN. AT EL. 32•5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN D.A. OJALA SE ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: 31.0 MINIMUM .75. OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM SAM WHITE, IRS CRAIGVILLE BEACH ROAD o 29.0 WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 9/16/03 29.5 - FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH PROPOSED 1500 // 26.33' 10,575 MAPLE GALLON SEPTIC ITEE CLASS I SOILS P#28.0' � 27.75LANK (H- 10 ) GAS25.68' ED C7 C1 M 0 0 � � 1r BAFFLE `J.85' 000 `5 5' CI5C� � O OC7C7O MZ O (� � 0 0 M a M O' � v a ( % SLOPE) 6" CRUSHED STONE OR MECHANICAL �- go 2' aaoa a aaaCJ o PINE � . COMPACTION. (15.221 [2]) 0 23.5 i ELEV. z DEPTH OF FLOW = 4 ( 8•6% SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" Q 30.2' 0" Q 29•2' TEE SIZES: O/A O/A LOCUS 10., INLET DEPTH = SL SL OUTLET DEPTH = 14' 7" 1OYR 3/2 7" 1OYR 3 2 LOCATION MAP NTS FOUNDATION- 30 SEPTIC TANK 22 D' BOX 20 LEACHING B B FACILITY r LS LS FROM GARAGE 11' 36 ZONING DISTRICT: RB 26.1 ASSESSORS MAP 246 PARCEL 94 8.8 .. 10YR 5/6 27.2' 37" 10YR 5/6 ' ` YARD SETBACKS: Cl Cl FRONT = 20' PERC MS PERC MS TR SILT SIDE = 10' 5% GRAVEL REAR = 10' P/NE 14.7' 2.5Y 8/2 2.5Y 7/3 PLAN REF. - 34/23 wA Y (NOT 120r. 20.2' 120' 19.2' FLOOD ZONE: C OONSTRU TEO C2 c2 +27. 9 .y..,. .o.:,. /_. M/F SAND M F SAND 6,+29.10co r / N 2.5Y 7/2 2.5Y 7/2 qj c 100.00, +30.03 ! BENCHMARK: MAG NAIL SET IN TR. SILT TR. SILT PAVEMENT AT ELEV. 30.3' " 138" 18.7' 174 14.7' NOTES:' •3' � � NO GROUNDWATER ENCOUNTERED TH1 , - 30.16 O / r-- ► 1 . OATUM IS AFrROhiiviN,TE NGVt7 ~ +3 '23 1 r' SEPTIC DESIGN: (GARBAGE DISPOSER IS NnT Al IC))NFr ) 2. MUNICIPAL WATER IS SEPTIC TANK AVAILABLE i V PROP. 1500 GAL 9 W j r r DESIGN FLOW: _5 BEDROOMS ( ljD GPD) = 550 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ` j ) r TH2 j 1 USE A 550 GPD DESIGN FLOW 4. DESIGN LOADING FOR CHAMBERS TO BE AASHO H- 20 j DESIGN LOADING FOR SEPTIC TANK AND D BOX TO BE AASHO H- 10 o j a: j r SEPTIC TANK: 550 GPD ( 2 ) = 1100 5. PIPE JOINTS TO BE MADE WATERTIGHT. 11, PROP 31.0, j 1.09 ; GARAGE `y'� r USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 28.14 �j �� __ - , Q LEACHING: ENVIRONMENTAL CODE TITLE V. j _ _ +29.92 j Lu 2(47.5 + 10.83) 2 (.74) - 172 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT j +30.94 r SIDES: TO BE USED FOR ANY OTHER PURPOSE. Lu �.\ 1 t' BOTTOM: 47.5 x 10.83 (.74) - 380 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Lu 552 p 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOTAL: S.F. G D �`� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ^p' �29.55 Q USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. o \ EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS +31,66Of Q I T / +29.24 r /' r +30,28 '1 p 31. �►' LEGEND TITLE 5 SITE PLAN t� C° 100.0 PROPOSED SPOT ELEVATION OF PROP. DWELL. W ' 95 THIRD AVENUE r TOP FNDN = 32.5' a +31.96 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: � 100 PROPOSED CONTOUR ( WEST HYANNISPORT) BARNSTABLE b7 + \a, , \ �, 100 EXISTING CONTOUR PREPARED FOR: 3os1 +31.�1 29.10 K E VI N H A N N A r +29.76 `"1-, - 20 0 20 40 60 LOTS 158,160,162,164 r� 1. 6,000 SFt 6 ; BOARD OF HEALTH M APPROVED DATE ' MA SCALE: 1" = 20' DATE: OCTOBER 8, 2003 REV 1/15/04 + 100,60. i REV 3/11/04 (MOVE ST) +30.11 ' off 508-362-4541 3 .07 r fax 508 362-9880 r +30.33 //� �rZN GF lAgss ��ZH OF lags 30/ 29 28.51 RESERVE AREA SHALL CONSIST OF do wn cape engineering,eerin inc. ARNE H ARNE o�� H. � a o J�cya H-20 LOADING COMPONENTS IF EVER P g, � N � N Oi UTILIZED AND VENT PIPE WOULD BE OJALA H. REOUIREo CIVIL OJALA CACIVIL ENGINEERS No. 792 8 LAND SURVEYORSml 939 main st. yarmou` a 02675 s/oNA E SUl-joW 03--24 AMkH. OJALA, .E., P.L.S. DA TE