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HomeMy WebLinkAbout0370 GREEN DUNES DRIVE - Health 370 Green Danes Centerville A= 246 —207 4 c I 1 11 1 I yylyyllyyhp�/'/�/�////J �RECYCIfp�o lIII UPC 12543 o.53LOR 105r.co;131 i HASTINGS,MN 5-►�- 01 SEPTfC PROFILE 26.0' NOTES EL. aAR TO 9aFj ACCESS cuwm TG W.1 3-AGCL�'S CD/VR TO IR:#p f"OFiT!L GRwiIE �ACCE3 CP FR TO 41PA1 6"CF Tf.f.^u ♦'rFss.(fUTQ.9!Glif)To a;fCd GRADE As soap t.DATUM IS NGYD ► R!leeJ 6"aT F*L GRACE 24.8' 24.5' 1A,aKM.�' CTT47r urn PRECASG a SLCK KOU9M oe137 st}TEu , 2. MUNICIPAL WATEF Z4.7 PFE LE"a 4- - DMAXE 3.MllowuY PIP£Pt: PRWOSED� PaOP05ED1rat FRsr r_SEFnC ?�gg __ ''` lL� 3 WAX d. DESIGN LOADING '.24' (N- TA.(u- IO 1 AS _ _10E37 ED"....7 s PPE JOINTS TO I 2' pDEa aarsav Woc aR NCGEtroCN. C a6Sr1ED sloe oa EealArnrxD a D 8. CONSTRUCnoN 0 C' IMCM-L l,s.n,12D DOWACTCR.(15.221(2D 2' i� D D MASS.ENVIRONMENT OEFM OF 1LaT-4 ( i r I-�R--[) C -z UMPE) T8.92' [F1H 10^ 3/4-TO ) 1/2-DOUBLE WASHEO STONE 7.R£UWSD FOR LOTS O HLET ( aLrr7tT OFPTx. 14' .. . B. PIPE FOR SEPTIC AnON— 71• —SEPTIC TANK i ` —SEPTIC TANK 2— 27' D' BOX }5' LEACH M B-St. 9. COMPONENTS NO FACILIVATHOUT iNSPECTI% OBTAINED FROM 00, tE INSTALLER SHILL VERIFY THE :ATKWS OF ALL UTILMES AND ALL 10.CONTRACTOR SE ILONG SEWER OUTLETS AND ELEVATIONS s- - BOTTOM LEST NlH.E/2 EL tO.E' DtGSAFE(1-888-34 OR TO INSTALLING ANY PORTC 44 OF OF ALL UNDERGROU ?TIC SYSTEM COMMENCEMENT OF 11.ANY UNSUITABLE REMOVED 5'BENER': LEACHING FACILITY. 12 ANNUAL PUMPIN SEPTIC TAtiK IS RE( ��•�• GARBAGE GRKM). \,\� •..4 13. ALL SYSTEM CO P V,fRICE %�, BE MARKED YRTH M. X.SPACWG{" � -�•� COMPARABLE MEAN' LOCATION. J a+L T ACLU COVER SrArs TUN}' GRADE \ SEi (TTP.M 5) j/ 252 \, \ LEGEND ALL DOORS OP94MG �� 25.5 PROPOSES INTO THE POOL ENCLOSURE SHALL PROPOSQ BE ALARMED PER C t _ --25 --EXISTING oROPOSED 4-GATE OPf.NINO TJTNARD QTJ. aTCH ON.NTAE (TYP.) _ 5T 105' \ II .J BIT.CoNC. S' ORNEN'AYGAL \ , .'wCKEr ETHCF cc J•'r v SEFTC / 4a / /•�� �a RAASM MAX.SPApNG 4 �:�._ � TANK I _ � ELrv.-21.23 04 p- 4'YN'tL CRATED �" GAL. CHAIN LK EENCE_ ?� O SEP- ` A" I MAX OPENMG,/t/A TNfR - I f I / 1 RACIW.SN / I �/�) PIT i xB' Piz � o � S1 I j� / f / OVERHEAD ADZES 'ET ! / 79i/ °RIB 5r4 D `rz Pas£Rs7 co !26 ( ) 15 tie fry / { I JJFOAM / SE 9NfG 1 OK.YEMA r PAM (2)GASES �/I AZ Sf1ES) I >G OJ1VtAF] 5:T 1 LAY ON INSIDE MekE BOXWARK: - {� TIRE.HYDRANT /� TAG e- [[4422 Av fi°E "�� � ELEY. 2172 " fr/'` jI OANtftA ' uu Lung . 4b502 ,ln 4D9W IIye 19 DATE DANIEL A. OJALA, P.L.S.,PE. No. iGU 7.� Sl J' � • /Wc 647 p�' +�U CU�+di �. _ Fee J'> 0 �P� ( 1 -,THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVIS GNATOWN OF BARNSTABLEVASSACHUSETTS Zpphcation for tgogal 6p5tem Congtr Lion Permit Application for a Permit to Construct(+i) Repair O Upgrade O Abandon O Complete System ❑Individual Components Location Address or Lot No.443 r0 ✓I VIA/io Owner's Name,Address,and Tel.No. Assessor's Map/Parcel- a^✓f C.N��✓+��f,h714 1126 3 Z J et / Iv-arv�7 Installer's Name,Address,and Tel.No /✓���/ �� Designer's Name,Address and Tel.N 9�� Type of Building: �. Dwelling No.of Bedrooms C.! Lot Size 3<� gam' 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 001J ✓r `7 Number of sheets Revision Date q Title S"./i RIOT 3`70 ycay Size of Septic Tank If' L O Ga Type of S.A.S. 4 - 6 L Z__4r s Description of Soil Nature of Repairs or Alterations(Answer when applicable) �xs�i^�c �-�iK ,O_r 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 Envir tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Signed Date Application Approved by A 2 PC C Date t,�Z Of Application Disapproved by: Date for the following reasons Permit No. )-co —��S Date Issued �� d Fee U No cif `y4_1 t) r► 7,L 1 � f�+? 0 t Entered in computer: T E COMMONWEALTH OF U kSS CHUSETTS 4_ � a t' _ .' PUBLIC HEALTH DIVIS�'v;W 'TOWN OF BARNSTABLE SSACHUSETTS . % Z- 1ppYication for Biipozal *votem Cootructtou Permit Application for a Permit to Construct(0 Repair O Upgrade O Abandon O L Complete System ❑Individual Components l 1 Location Address or Lot No.� /�✓^ - ^ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel _ �/ a1 -� // `,, � 1�*,by d.?6 3 2— Installer's Name,Address,and Tel.No. � Designer's Name,Address and Tel.No. sa •y�Y. q�G g1- Ally w 6�V• -3 d' -yrel ,�b�o,,-,4 04 Type of Building: �. DwellingNo.of Bedrooms 3a gU 'Grinderi� „ t i / /> Lot Size sq. ft. Garbage ( ) Other -.Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures _Design Flow(min.required) �%� gpd Design flow provided — gpd Plan Date ��j rr ��v�r�i`7 Number of sh�eeets � Revision Date Title �,/s /<, n � �© Cr�.--�?( jej v-1-j �✓t lyU�/'� /�,�no J;Pav rL �"? Size of-Septic Tank �/fbo(gp/ �- / pprj Ga �� ' Type of S.A.S. Description of Soil { ra1-a 4 Nature of Repairs or Alterations(Answer when applicable) ( 4241 J',/r i, � � 1 1411 �w ,0�e9y r `Date last inspected: 4 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 Enviro m tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea � I 1 Signed A I Date Application Approved by c: n/ QbeT Date // (//C/7 Application Disapproved by: Date for the following reasons i Permit No. _ Up - � 5 Date Issued // l V U 2 ——————————————————————————————————————————-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( d Repaired ( ) Upgraded ( ) Abandoned( )by �!p f f ��w�14r✓r u�*i at 74 _�, has been constructed in accordance I r with the provisions of Title 5 and the for Disposal System Construction Permit No. ?(JD 7"�/ dated /r//�// 7 . Installer /_17,A4,61. e w) Designer Aw_.� C•aPr G�S/woi� ^� #bedrooms Approved design flow lj qQ 72 4 gpd IThe issue ce o(.�this pe/r/m�it�shall/n}o be co str led as a uarante at the system ill function as desig�d. rO r I! Date l l() l f�i`;0 ,{Lr�T Inspector !/� ,, �' G/ , i No. 2Ub Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Ii!5poal pA'tem Con!9truction Permit Permission is hereby granted to Construct Repair ( ) Upgrade ( ) Abandon ( ) System located at Dr1Z- 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 thisTe itPr .� t / l Date I I I /d -7 Approved by ` j/U, rr TOWN OF BARNSTABLE LOCATION 390 SEWAGE# VILLAGE_T. — ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY__ kS LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: (4 —C7 7 COMPLIANCE DATE: I obbff 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 a \ DALi Lo 17 rcc2 !a,S-•, FROil :dr)wn C IPEz E_,n9ineering i n e FAX NO. '150836213880 Jar. 26 200-D .3-:331:111 PL Town. of Barnstable R egutatory Services Thomas F. GeDer,Director MART Public Health DiviSioll Thomals McKean,Director. 200 Main Street,Hyannis,MA 02601 0filue: 508-862-4644 '1:?i,-.c '508-790-H0II Installer &j�d �er Cerflfication Form D"Ate',: Sewage Permit# De!iipl,ner.- 0 r?LCCtj,7 Ok Tns alter: ' r1 r Il �)...._-_C?>rt,^41,idd l 7 ` Addre-gs, Address: t I &a7 6 &"'Vas issued a permit to ins-tall c1. 0 (date) (installer) 6�—'o P soydo System at bwied en a&!3,gn dirav�m I: (address) 11�4L n' *W4 dted 1 14 . ) (deg I certify that the septic system referenced above was installed subs an i-all ;_ _Cji'i j tg to the design, which maymclude minor approved changes such as lateral reloc"idm.') of the distrikit:K-)n box and/or septic tank. I certify that. the septic system referenced above waw installed witli me-jor greater th. an 10' lateral relocation 01l'the SAS or any vertical relocation of the septic but iTi accordance with Stato &Local Rej;:7'UIat)i.0n& ilhul rin'lision or G--rdfied as-built b-,,,designer to-follow. DANIELA.V_ qn S-1 ignaftire) civil., No. 46602. (7),-'signer S' 011, VLEA'SE RETUTUq 70, BARMSTARLE PUBLIC. IWALTH f.'OMPLIANCE WILL NQT .6E IS97,J) UN'rIL 130TH. T ES FORM. AkND ITIFICEIVEWRY THE BA RNSTABIA:PITRUCHEALI'll DIVT$10N. T"- .TMa K Ira 1U. lealth,'tiopt.i.c,/T)eNipiier C.odiijuition Folm 3-26-04.doc zHEr Town of Barnstable Prof Barnstable Board of Health Ag-Ame;caC„;,. 4\ BARNSTABLE, - � r m SAS'. / 200 Main Street,Hyannis MA 02601 �p '639%e 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi December 14, 2007 David Flaherty, Jr, Down Cape Engineering 939 Main Street Yarmouthport, MA 02675 RE: 370 Green Dunes, Centerville A = 246 - 207 Dear Mr. Flaherty, Jr., You are granted permission, on behalf of your client, Daniel Griffin, Jr., to construct a total of six (6) bedrooms at the property of 370 Green Dunes, Centerville. The septic system shall be constructed in accordance with the submitted plans dated October 29, 2007. Sin rely yours Way e Miller, M.D. Chaff man BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\Flaherty Griffin Six Bdrm 370 Gr Dunes 2007.doc f DATE , REC.BY " > � Town of Barnstable 1639. SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: 370 Green Dunes,West Hyannisport,MA Assessor's Map and Parcel Number: Map 246 Parcel 207 Size of Lot: 30,880 SF Wetlands Within 300 Ft. Yes Business Name: (Residence) No X Subdivision Name: Green Dunes APPLICANT'S NAME:Daniel Griffin Jr. Phone 508-362-1444 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name:Daniel Griffin Jr. Name:David Flaherty Jr. (Down Cape Engineering,Inc.) Address: 346 Riverview Road,Centerville,MA 02632 Address:939 Main Street,Yarmouthport,MA 02675 Phone: 508-362-1444 Phone: 508-362-4541 Checklist ' `a Please submit copies in 4 separate completed sets. } -_ / Four(4)copies of this application form /Four(4)copies of engineered plan submitted(e.g. septic.system plans) ss? Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) \\Davesp260\My Documents\Title 5 Forms\SixBedroomForm.doc r OAT-2'9-2007 MON 12:15 PM Danny Griffin, com FAX NO. 508 362 1437 P. 02 October 29, 2007 David D. Flaherty Jr.,R.S. Down Cape Engineering, Inc. 939 Main Street Yarmouthport,MA 02675 Dear Mr.Flaherty, Please be advised that I am authorizing you to represent me as my agent for the upcoming Barnstable Board of Health healing on November 13", 2007. Sincerely, Daniel Griffin Jr. 10 D (date) f down cape engineering, inc, CIVIL MIMP5 & LANP 5UMYOP5 959 MAIN 5T/ POO 6A YAPMOUTHPOPf, MA 02675 (508) 562-4 41 FAX (508) 562-9880 1 TRANSMITTAL SHEET DATE: October 29, 2007 TO: Barnstable Board of Health via hand delivery. FROM: Daniel A. Ojala, PLS, PE Down Cape Engineering Inc. RE: GRIFFIN RESIDENCE,370 GREEN DUNES,W.HYANNISPORT Dear Board Members: Attached please find a residential Site Plan for a six bedroom home in West Hyannisport. The site is currently a vacant house lot, and the area is not within a Zone II to a public well. The option to install a garbage grinder is desired, so the leaching is 50% larger than normal and there is a second tank in series per Title 5 requirements. There are no variances requested to local or state requirements. The application for six bedroom review is attached, including 1/8"=1'-0"scale labeled floor plans. Please do not hesitate to call with any questions or comments. t Encl. l e CC: Owneryl ` Q w r- M s + 1 P#y �- D 6 °2 Town of BArnstable r1 Department of.Regulatory Services /D D6 Date i Public IlealthViv) - . ; MA M «$ 200 Main Sttect.°Ilyannis MA 02601 , rtnrM'ta •�\� Ir'�' In E - ` $ .• 1�• '. Fec Pd. p21-7 Time , Date Scheduled + ; • s�ess»ie�Zl fog• wage DIS sal >15oil-Suitability �ls � ? Witnessed By: performed By: i LOCATION & GENERAL INTOI MA•TI///O���N + Owner's Name Kq a^— location Address O- \'.`,` e!^ ti( nQ0 .4ddrrsc ! 1 .._. '/,// �/ Engineer's Natoe Assessors Map/P reel: Telephone b NBW CON.ST'RUION Rf?PAIR - +' Surface Stories slopes M. _ �n r Land Use — ' ` i / R. t ft i Drinking Water Well, �` n Water Body >100 passible Wct Arca t 61�Y S4�'H'I Distances from: Upc I �- /V /QiNy n ?� other Drainage Way ft property Line - eo .0 SKETCH:(street name,dimensions of lot,exact location. T. �se4 i.St�6' i sot ° ioAc of .Ik ; ,i w Zozo -17Z :06 :» 1 / .7e:..c .70 . O too Mk I - C: .rczc. N e Cl) T 161 - r Ntti� + i + GCS 0 parent material{gediogic) --- -- -—- i`- -- -- pit Pae� Weeping from ater. Standing Water in Flole: Depth to Groundw AD Estimated Seasonal;F+igh Groundwater I WATER TABLE I GI DI '�' I RMIN TION TO lR SE+ AI, ln. McUtod Used: G . • . . _in. Depth 10$oil Inottles: ft In. Aroundwoter Adtuattdeot Depth C baerved standing r obs.hole: Adj.divundwater L.eVel .., Depth tomeeping from side of obs.hole: -- --�— Ac�.{aCtbr, .—— _ Reading Date: ^-- index Well level .- -� Ltdcz Well tt I 0 'Alnt 'o/�" PERCOLA'1�IUN TESTlit! Time at 9" s ' Zl�nV Observation' )loge# _. ._r Time at 6" �t Depth of Pere ---y"- O _O 'lime Ig Ldk me.@ L ✓ � . i � � 5 (� Site railed: Additional Testing Needed(YM) Site Suitability Asse smcnL Site Passed_JL�. -- ; ' _ To Tie Completed on Back-- ' Original: public ljc'101 Division Observation IIole Data test is to be conducted within 100' of wetland,you must first notify the ***If percol0ion t t Icast ouc (1) weak prior to beginning. ]jartl5tablc Cty,)ccrvation Divisioll a i 'DEEP OBSERVATION IfOLE LOG Hale# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)' (USDA) (Munsell) Mottling (Structure.Stones,Boulders. _ tt'' r c��teney ?b ravel) r. 3 wv /�y 0 '. :DEEP OBSERVATION MOLT LOG. Hole#_ Depth from Soil llorizon Soil9exlure Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C nsis e,c a e Z S - y W LS r � 5 DI';I'JP OBSE1d VATION IIOLE LOG Hole# Depth from Soil Horizon Sol Texture - —Soil-Color Soil Other Surface(in.) - -.. _. _- l, (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - Consi 1 c O 'DEEP OBSERVATION HOLE LOG Hole# Depth 'Soil fron► Horizon Soil Texture Soil Color Sail ether Surface(in.) (USDA) (Munsell) Mottling (Structure,slopes,Boulders. ,a,',, an•'�enc, y.�OmX4,1L-,....— Co i & : 1 1�'lood Insuran�eTRute I�l�: Above 500 year flood boundary No Yes Within 90()year boundary No__{L Yes Within,100 year flood boundary No Yes Deipth of Natiliall Occurr Pervious 1Vluterlul . Does of least fo it feet of`nutu afly occurring pervious material exist in all areas observed throughout the area proposed f° `the soil absorption system?,� s s t e"de th of naturally occurring pe vious material? If not,what I h p 1 1 , Certification p certi y.r1�Gt on `( ?ie! 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DATE: TO EINM OR N u CNA GEO OR COP ED IN ANY " GRIFFIN RESIDENCE UASSOCIATES FDRy7DRuAwwJERRVMATSOEVER DRAWN JH 7 P�99 ��nw 06tWCTNE I SIDENnAL t CDIINERaAL DESIGN DEPRESS T FIRST oBTANIwNc THE A 7 io/aa/o7 QP�,E,,,AIM/DRINEPEETEIR 370 GREEN DUNE5 DRIVE IT'EN PERMISSION AND AfRROYAL RE[EARM 141 kWN STREET"YAR►IOL MPORT"LOA 02575 AND CONSENT OF NO RTHSIDE - CHECKED ELIE RD,asa,Smm"L NEST HYANNISPORT, MA. (3013)312-2210 (500 3112-04102 DESIGN. • BIT,JT.FILLER, TOP Ott W FLEXIBLE JOINT SEALANT R COLUMN ORS COD STL, COL.WWF 6X6 06, TOP 40 LOADINGOr SLAB 8 IN HEIGHT. MAX, SPAGIN44'CONC.SLAB - O.G. TOP OFBITUMIF�W1 FLEXIBLES JOINT FILLER, w m x 4' CONCRETE SLAB gll T SEX IN o 6'COMPACTED _ -. B MIL. POLY VAPOR BARRIER K DO NDT SACKFILL WALL I UNTIL CONCRETE"As LL p...,..'r HIT FILLER, _ _ - - -. 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DATE TO ORM ossmm N CNAI{GED OR COPIED IN ANY OR s, N ASSOCIATES DRAWN JH PEHGLM�PDJlI MN48 GRIFFIN RESIDENCE FORK oR yANNER y�NATsoEVETt S O 1D 09 07 r r"'�tD D�TWCTNE RESIDENML k COIINERCIAL DESIGN D(TMRESS*RSi TEH PEIRWSSI N / / O�EPaAI�APP AND/011 n=clan 370 GREEN DUNES DRIVE I4t MAIN�1REET•nuuanNPORT•WA%673 CHECKED �"`tisaRVDcsswwvN s WEST WYANNISPORT, MA. (3W)362-72fo (sin asx-aeos DESIGN. EA�SENT of NWiTNSDE r Q=V I My CA 2 I I I I I I I I I 1 1 1 1 1 1 Z I 11 1 1 1 1 1 1 1 1 1 1 1 1 p I I I I I I I 1 1 1 1 1 1 1 V r---------------------4 I I I I I I 1 1 t 1 1 1 I I I - - - - T 11 T T T T T -f r- - ---- .—.—. 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ME To COPYRIGHT DATE REVISIONS "M ARY°'�"�"°M ea NORTHSIDE MTpm& or ROOF FRAMING NORTHSIDE HEREBY�7cPRESLY DEIGN 0 z 4 8 1a 91'�°R°°`° °" DESIGN RESERVES ITS COV ON LAW ETL Ilmn OR TM COPYRIGHT.THESES PLANS ARE N NOSHEET N0. DATE NOTNTO BE REPRODUCED T°F OR ra" C !{oR yR COP D A ANY DRAWN JH. °""°""""`°`LADY GRIFFIN RESIDENCE ASSOCIATES FAN I II H.I II ��1 ��H,{ 5 , T m TAM T°Yam LWA. DISMOK RESIDWIAL R CDNMERC IAL DESIGN p1NW FIRST OBTAINING THE 10/Os/07 ,,m a� 370 GREEN DUNES DRIVE ANDCEMPRESS CONSENT PERMISSION CHECKED me AwROYu "m CO ►LUH STREET•YnRAbIrtHP°Rr•1u�s>a AND coNSENr OF NORTHsmE EsoRsuerrs m smlc,wu NEST WYANNISPORT, MA. cxR).Te:-as° C -°� DESIGN. - ---- -- --- - --- - - ---- -- - - - --- -- - ------- _ _-___-- --- --- - --------- - ---- .-- -- -- - --- -- - -- ------ _ _ - - - `f , SYSTEM DESIGN: TOP FNDN. AT EL. 26.0' SEPTIC PROFILE NOTES ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACESS COVER TO WITHIN 6" OF FIN. GRADE (NOWT TO SCALE) ACCESS COVERS TO WITHIN 3" - - GARBAGE DISPOSER IS ALLOWED ACCESS COVER (WATERTIGHT) To of FIN. GRADE AS SHOWN 1. DATUM IS NGVD 25.3J U /F2-4.-5-'I' WITHIN 6 OF FIN. GRADE MIN IMUM NIM UM .75 of CO VER OVER PRECA ST 296 SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER !S AVAIL.ABLE o DESIGN FLOW:. 6 BEDROOMS ® 110 GPD = 660 GPD ��` - _ 24.7 2" DOUBLE WASHED PEASTONE a 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE A 660 GPD DESIGN FLOW \L22.52' OR FIRST LEVEL OR GEOTEXTILE FABRIC •� Craig it PROPOSED 1500 PROPOSED 1000 3' MAX. GARBAGE GRINDER - 2 TANKS IN SERIES PER 15.223 (1) (C) & GALLON SEPTIC GALLON SEPTIC 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO C, �� 21.70 H- 10 I 15.225 22.24' TANK (H- 10 ) 2GAS 9 21.95 TANK (H- 10 ) 21.7 SEPTIC TANK: 660 GPD, (2) 1320 GAL. REQUIRED. USE 1500 "' BAFFLE BAFFLE �- GAL. SEPTIC TANK GAS 21.42' �� 21.25' p p p p O p p p p 5. PIPE JOINTS TO BE MADE WATERTIGHT. 20.92' = = 1771 = 0 00 � � f, 2'SX SLOPE) �6- RUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL p p p p p p p p p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH SECOND TANK 660(1)=660 GAL. REQUIRED. USE 1000 GAL. SEPTIC COMPACTION. (15.221 [21) COMPACTION. (15.221 [2]) �3� TANK. 4 $8 2' ODL7p 0 aapp o 18.92 DEPTH of Flow = o MASS. ENVIRONMENTAL CODE TITLE V. Q USE A 1500 GAL. SEPTIC TANK AND A 1000 GAL. SEPTIC TANK IN ( 1 SLOPE) ( 1 x SLOPE) ( 1 x SLOPE) Nantucke TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SERIES. 1� BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. SOl�1ll� INLET DEPTH = 1500>1320, 1000>660 - OK. OUTLET DEPTH = 14" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. * 4' SEPTIC TANK 2 27' � LEACHING LEACHING: 1.5 X DESIGN FLOW = 990 GPD .FOUNDATION 11 SEPTIC TANK 1 - j .74 = 264.41 GPD FACILITY WITHOUT INSPECTION BY BOARD OF ( ) _ D BOX - 35 8.5 9. COMPONENTS N"OT TO BE BACKFILLED OR CONCEALED SIDES. 2 (76.50 12 83) 2 ( ) • HEALTH AND. PERMISSION I OBTAINED FROM BOARD OF HEALTH. BOTTOM 76.50 x 12.83 (.74) = 726.31 GPD *THE INSTALLER SHALL VERIFY THE TOTAL: 1,338.81 S.F. 990.72 GPD LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND ELEVATIONS g IT DIGSAFE 1-888-344-7233) AND VERIFYING THE LOCATION PRIOR T 1 0 OM TEST HOLE #2 IEL. 10.4 OF ALL UNDERGROUND 3c LOCUS M USE (6) 500 .GAL. LEACHING .CHAMBERS (ACME OR EQUAL) Ft OR 0 INSTALLING ANY PORTION OF OVEF2HEAD UTILITIES PRIOR TO AP SEPTIC SYSTEM COMMENCEMENT OF WORK. ,� WITH 2.75 STONE AT ENDS AND 4 AT SIDES AND IN BETWEEN. SCALE 1 =2000 t 11. ANY UNSUITABLE ADDRESS: #370 GREEN DUNES DRIVE, WEST HYANNISPORT, MA BLE MATERIAL ENCOUNTERED SHALL BE * GARBAGE GRINDER - SEE 15.240(4) REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 246 PCL` 207 LEACHING FACILITY: LOCUS IS WITHIN FEMA` FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL 250 # 001 0008 D - DATED 6/2/1992 . 76' F 12. ANNUAL PUMPING OF PRIMARY AND/OR SECONDARY MA Y .o�FY / APPROVED DATE BOARD OF HEALTH SEPTIC TANK IS RECOMMENDED PER TITLE V (DUE TO Y \ \ � ,4`\ GARBAGE GRINDER) 13. ALL SYSTEM, COMPONENTS SHALL 1 4' PICKET FENCE�i\+ \ BE MARKED WITH MAGNETIC TAPE OR ZONING SUMMARY TEST HOLE LOGS MAX. SPACING 4 \+ ,\ COMPARABLE MEANS FOR FUTURE S (TYP.) \+\ � \\ �\` A LOCATION. ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT ' ENGINEER: DAVID FLAHERTY, RS \y CT \ �G` REQUIRED PROPOSED WITNESS: DONALD DESMARIS, IRS 283, ACCESS COVER �+ / F DATE: 12/7/06 STAKE (THIN 3" OF GRADE \ `�� MIN. FRONT SETBACK 30 30.5 � + � MIN. SIDE SETBACK 10' 10.5' SET ��, (TYP. of 3) MIN. REAR SETBACK 10; N/A i PERC. RATE < 5 MIN/INCH / \ �� MAX. BUILDING HEIGHT 30 <30' 11536 �� 25 LEGEND CLASS I SOILS P# �� \ SITE IS LOCATED WITHIN AP - AQUIFER ALL DOORS OPENING \� 25.5 PROPOSED SPOT ELEVATION PROTECTION OVERLAY DISTRICT INTO THE POOL \ \�� ENCLOSURE SHALL PROPOSED CONTOUR ELEV. ELEV. BE ALARMED PER 0„ 4 25.1' 09, `\%�• 24.9' CODE ��• m� / \ _ _ -T o �0 � - 25 - - EXISTING CONTOUR 619 _0 . - 24.6' 4 - 0- 24.6 / / I �` _ . . _ . . OWNER OF RECORD A _ _ PROPOSED 4' GATE ,q _ . . _ _ OPENING OUTWARD - A . . - _ . LS_ LATCH ON INSIDE 1 DANIEL GRIFFIN, JR. I 346 RIVERVIEW ROAD 14 10YR` 3/4_ 23.9 12 -10YR 3/4- 23.9 (TYP.) STAKE /�S' \ �` CENTERVILLE, MA 02632 _B . - SET M" N BIT. CGI�C. \ ) _ _ _ _ 1 - ,w 0 - o DRIVEiK..Y r . BENCHMARK: ,h 1000 _ _^� o LS ,� .. . / CENTER OF . �, � 40 10YR 6/8- 21.6 / GAL 1 43 10YR 6/8- 21.5 4' PICKET FENCE N - SEPTIC \ 49.4 i D 1 CATCH BASIN REFERENCES 1 MAX. SPACING 4 x 25--_ TANK ELEV. = 21.23 C 1 (TYP.) x\x 150� ` CqR LAND COURT DOC# 1059462-1 FM 4' VINYL COATED \x � TH 4 GAL. G£ PERC \N LAND COURT CTF# 182653 CHAIN LINK FENCE. \x 0 TANTIC COI I I I 2.5YR 6 4 C1 - PLAN REF LCP 15694-D / FM MAX. OPENING 1/1/4' x 6NK. N 66" 19.6' (TYP.) I 1 84" 2.5YR 6/4 17.9' X / I C2 C2 BACKWASH pRop r l / 1 - p ;. FMS FMS PIT 4'X6' S 00� / N 1 + H£a PROP w UTILITY POLE 2.5YR 6/6 2.5YR 6/6 STAKE Sw�MMS£a OVERHEAD WIRES SET p00�NG/ / / 3 18k36 / E - E'-""� 144" 13.1' 174" 10.4' 1 6�2, ENCH �� / TH-1(TYP.)/ �� :.:,•; r ms NO GROUNDWATER ENCOUNTERED ELEV.. . ELEV. I � ' -'' pR�p ps �..�•:�;..� l O ED E .. ¢�', STEPS PROPOSED 3 ( PR 0 S/ � ;;.;.{�;af,j��'.;;;" (4 ,MISERS) 0" 4 25.1 ' 0" 4 25.1' I I CHANNEL IOp►'I'F470OM k DRAIN - 6 -0 - N I F V /\ NC :..bR±vrrui/p,Y / 5�� 0 = - 24.7 - _ 24.6' I `E • F^lQ // % / COB��LE EDGING 1 Lot 12 26. / `' (TYP.) - EPLAN .LS - _ - • LS- I I Area=30,880f Sq. W , 15 1 OYR 3/4 23.9' 16" OYR 3/4- ' J B #370 GREEN DUNES DRIVE _ B - LS i Q ., = ti S 40 _1 OYR 6 8. •• 21.8 V V E`7T I�IY/`1NNI�7P.ORT Mf'1 / .42 10YR 6/8- 21.6 / 1 1 l 3� ..•_...::•:; -... 1 I PREPARED FOR FMLS C 1 s AK '� 1�� FMLS SET 04-0 70" 2.5YR 6/4 19.3' 72» 2.5YR 6/4 19.1' I�, _ i STONE � /'�%' DANIEL GRIFFIN JR. 1 REMOVE DRIVEWAY ��157 I j DATE: OCTOBER 29, 2007 ENCROACHING � � 8�. PROP ED (2) GATE$ SHED �� STAKE PENT c ouTwArD I i REV: FEBRUARY 19, 2008 (MODIFIED ` FOOTPRINT !� PERC y SET I LATC ON INSIDE C2 C2 / Scale:1"= 20' FMS FMS N NN COBBLE APRON 2.5YR 6/6 2.5YR 6/6 (TYP. / 0 10 20 30 40 50 FEET f yY I I 149" 12.7' 156" 12.1' BENCHMARK: I FIRE HYDRANT NO GROUNDWATER ENCOUNTERED ELEV. = 23.72 �� NSsgo ��``� Ss9cy fax 508 362-9880 TAG BOLT #422 of �zHOFMq off 508-362-4541 ti o DANIEL I, DANIELA. �� �� A. a g o OJALA a CIVIL w " OJALA .46502 .o No.40980„ down cape en gin eerin g, inc. F s `� Cl I/lL ENGINE-ERE - UNSUITABLE SOIL INFERS �/111(2 ^--- LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 1 DATE' DANIEL A. OJALA, P.L.S., PE. ti DCE #06-275 06-275 GRIFFIN.DWG