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HomeMy WebLinkAbout0051 HOLLY LANE - Health 51 Holly Lane `---__ Centerville A = 229 110 po No. 4210 1/3 ORA 10% o 0 O o f t TOWN OF BASRNSTA.BLE ` LOCATION 9,A, L-19- SEWAGE # VILLAGE G�NTE W6e ASSESSOR'S MAP & LOT !� INSTALLER'S NAME& PHONE NO. ✓ - ��f /� �- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) `C k g�_ (size) 11 NO. OF BEDROOMS BUILDER OR OWNER T A c PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) - Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r i o p C 3` �9 ems^ o oN Fee' 0 • ) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes Zippficatfon for 33igoml *p5tem Congtructton Vermtt Application for a Permit to C ct(x)Repair( )Upgrade( )Abandon( ) D Complete System ❑Individual Components Location Address or Lot N h0/l L.- k&44 Owner's Name,Address and Tel.No. �+ e rn�ErV)V& Assessor's Map arc r» • > z9 reel 11d 3 �>>y �a Az. 2� y u"�-77i�-y9/3 Assessor's Name dressy,an� No. Designer's Name,Address and Tel.No. //�'✓eth�,C 7 f a lie- 4fervi�ir- Type of Building: Dwelling No.of Bedrooms Lot Size L_33AWf0sq.ft.F Garbage Grinder(MO Other Type of Building D(. No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow_ J 0 gallons per day. Calculated daily flow 3.3 7 gallons. Plan Date TU/ .. 6 Number of sheets e>l- Revision Date NoV V/, �200 0 Title 30r g u erL 1�j'fe Zo7 pa ye>inew-& 4,or I q l-ffi/i q La,Ae G enhar Y, Size of Septic Tank /6 DO 0,e4lrglQ, Type.of S.A.S. d 1 tew deywn. Zj X 3 Description of Son Tes4- hele(1) Q"— 'Pd J&pd Via" -3c�" 4 brn C.'Dd . Jul g gr 3/g ° e3o r3P B dare. Erica„ ecwtu- S2y_k g-y r ffi�j T 3�" " 5-4f t/C,i'w .irn C�rA--. �/> (� SD'4a-C/2-o C D�. �-rcf tt I' • S17Cch�GL Natu a of epairs of Alt rdtio s(Answer when applicable) _ GSM-52�s< 1'}=CIw'=A1lAIr` Cnlf`IAIICC� 11�1 InT nr the-nVl�� ," l�d3ie^.0 AT:ON AND CERTIFY IN Wl-lffl'NGy -<hff Date last inspected: Tp; . SYSTEM WAS INSTALLED IN ST6`!CT Agreement: ACCORDANCE TO PLAN. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titl 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by tht RqjV2q4t Signed Date Application Approved by - Date Application Disapproved for the following reasons Permit No. Date Issued I;""" : Fee •'i A'1 ______ �/"� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: tZ .. ` P-UBLIC-HEALTH' T�DIVISION, TOWN OPBARNS BLE, MASSACHUSETTS�� Yes application for Mtgpoml *pgtem Congtructton ermtt pphcation for a Permit to C ct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components °tl N Loc tion Address or Lot No //G Owner's Name;Address and Tel.No. .e n-;Ie r v,��� 6a vi-d 8 9- Xf,t_CooK Assess I 's Map arced 14)11y. A-4 7 71-4/ i 113 Installer's Name,Address,and el.No. /� Designer's Name,Address and Tel.No. �. r'�''� �/) Su l/;rra r� L""��q•Si►c . �e fei" 1 /'l� dtD t�f c r�i•�L� r�r1 5G1� -���r 3 3 y� Type of Building: Dwelling No.of Bedrooms Lot Size .l.ft.# Garbage Grinder( Mo Other Type of Building [ G�'� . No. o£Persons Showers I yp g - ( ) Cafeteria( ) Other Fixtures Design Flow . ._ gallons per day. Calculated daily flow 337 gallons. Plan Date Number of sheets a Revision Date NO I/ 0/, 00,00 Title A��o cts e�L x S�'te `maTa rc,0111&,S b 17- i y Hall t,/ LQ Ae ,e e nr:r YVI c 111 Size of Septic Tank 160Q C1 MOIL Type of S.A.S. 6rw deJiF►.. X ?x?/ Description of SOU T►°Si /hD/e -fir'%l-/»Pk fo 000-Ile sanof- dd" - 30 d bra, -006fs-' .fOKI(, /O 3P-6 Ja 6,-1,0n e X rVL .Satz.f. quin'i din !wrA— a&n /e Izo'COe. gfdk0A*-r . �v nGcc ttr� da a ff` Nature of Repairs or Alter tious Answer when applicable) ( � �L Date last inspected: �" f Agreement: ,,vv 4 The undersigned agrees to ensdre the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions f Titl(E 5 of the Environmental Code and not to place the system in operation until a Certifi- Cate of Compliance has been issued by thi of•Health. _ Signed Date` Application Approved by —0—ate �k _W Application Disapproved for the following reasons 4 i V, Permit No. �11� '' `l Date Issued �6� —————- -——————————————————————————————— # THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS terttftcate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( 'l)Repaired( )Upgraded( ) Abandoned"( )by at J`- /L./ n Acr Y)%/0, a been construe a in accordance with the prom1�ions of Title anfte or Disp sal System Construction PermitAVAM14- dated A e Installer la V e,��- `� Designer r The issuance of this Perrut shall not be construed as a guarantee that the system will function as designed. Date to Inspector -- ---------------------------------------- No. " Fee1.�! THE COMMONWEALTH OF MASSACHUSETTS i PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mtgogal *pgtem Congtructton Permit Permission is hereby granted to Constructs Repair( )Upgrade( )Abandon( ) System located at .66 PO/S ,(a.A-, L e nh-r e and as described in the above Application for Disposal System Construction Permit. The apphcantzecognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. - " Provided:Construe 'on m s b ••/�plete within three years of the date oft perm Date: _ ((//:; /C ._ Approved by r TOWN OF BARNSTABLE LOCATION - _ SEWAGE # VILLAGE 6t5e-DEIZJd� __ ASSESSO 'S MAP & LOT INSTALLER'S NAME&PHONE NO. ✓ - �f SEPTIC TANK CAPACITY _ r� LEACHING FACILITY: (type) `� �-�'� l� (size) r1NO.OF BEDROOMS BUILDER OR OWNER PERMrTDATE: COMPLIANCE DATE: I C� 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 � � G 3 -79 e o c-19-00 10:08 BARNSTABLE HEALTH DEPT 508.7906,304 P .02 TOWN OF BARNSTABLE o ,r«ero OFFICE OF $„1rJT.aL BOARD OF HEALTH 1639. �e 367 MAIN STREET �a M HYANNIS,MASS.02601 November 9, 2000 David and Janet Dunbar / 93 Holly Lane I Centerville, MA 02632 RE: 55 Holly Lane, Centerville Dear Mr. and Mrs. Dunbar: You are granted a variance from the Board of Health Marginal Lot Regulation, PART VII I, SECTION 9.00, to install an onsite sewage disposal system at 55 Holly Lane, Centerville. The variance is granted with the following conditions: (1) No more than three (3) bedrooms are allowed at this property. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds restricting the number of bedrooms at this property to three (3) maximum. The deed restriction shall be signed by the owners of the property. A copy of the recorded deed restriction document shall be submitted to the Public Health Division Office prior to obtaining a disposal works construction permit, (3) The septic system shall be installed in strict accordance with the revised plans dated November 1, 2000. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the revised plans. durbar ec-19-00 10:09 BARNSTABLE HEALTH DEPT 5087906304 P.03 This variance is granted because the proposed onsite sewage disposal system is designed to meet all of the provisions of the State Environmental Code, Title V. However, there is insufficient depth of naturally occurring pervious soil to meet the Board of Health Marginal Lot Regulation. Therefore, clean granular fill will be provided to ensure there will be sufficient vertical separation provided between the adjusted groundwater table and the leaching facility. Sincerely yours, PAP- r+ V%Jo L_ Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SG Rlbcs dunbar f � T DIME r, DATE: ql z 9 OD g" fl0 FEE: .�(pJ�D D BARNSrABLE, y� MASS APgN / t639.\ � REC. BY Town of Barnstable SCHED. DATE: Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: AL4 NQ,/Z? . Len -eY V I!lam Assessor's Map and Parcel Number: oZa-9 // y Size of Lot: • 97QcrG Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: -AaV L 4aPba r'Phone 913 Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON ,� _ qq !1 A 1 Name: Aa✓I t eO0 �'_Ja�t LOO/�—i�unbc/Name: X✓ILL Address: �J lVo kA/t.c— Address: Phone: �-e nee r✓ //t°, In a,� 3 a Phone: �D� 7 7 ^ y`7/3 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) n Sl LEIS a e� 1Z 1 hti fef,,tt LIP n IQi9w/ai' %/ -t�lm 9.00 r� /lQ;rin� vF o✓ d c�C 4o t �LAe- c Z1XA" rJn-. , ePl' aS�. oLeraz.�a.9Jb1( vvG �dit�5�-cam? �► t'vX�n� �•('• !��r be completed by office staff-person receiving variance request application) (4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) N,9 Signed letter stating that the property owner authorized you to represent him/her for this request ✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) IV 4 Full menu submitted(for grease trap variance requests only) ✓ Variance request application fee collected(,dice for lifeguard modification renewals,grease trap variance renewals(same owner/leasee only),outside dining variance renewals(same owner/leasee only),and variances to repair failed sewage disposal systems(only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ �1 Abutter Notification List of Direct Abutters to 55 Holly Lane Map 229 Parcel 110 Map Parcel Owner 228 28 Elizabeth A. Kouloheras 23 Holly Lane Centerville, MA 02632 228 29 Gertrude Waters 25 Pond View Drive Centerville, MA 02632 228 170 Nils V. &Christine W. Brockman 422 Pine Street Centerville, MA 02632 229 11 William F. & Betty S. Eldridge 67 Blantyre Ave. Centeirville, MA 02632 229 16 Applicants 229 18 Earl E. Brown, Jr. & Kelly Kay Brown 76 Holly Lane Centerville, MA 02632 229 19 Applicants 229 20 William H. Gurney 39 Pond View Drive Centerville, MA 02632 229 114 William R. &Ann Holt 51 Blantyre Ave. Centerville, MA 02632 229 116 Joseph D. & Linda M. lafrate 41 Blantyre Ave. Centerville, MA 02632 ABUTTER NOTIFICATION LETTER As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Barnstable Board of Health. The project information is as follows: Applicants David &Janet Dunbar 93 Holly Lane Centerville, MA 02632 Project Location 55 Holly Lane, Centerville, MA Map 229 Parcel 110 Variance Request To Town of Barnstable Part Vill-On site Disposal Regulation Section 9.00-Installation of on site. sewage disposal systems on marginal lots Reason for Variance V Insufficient depth of natural material Clean granular fill to be provided to meet the vertical separation above adjusted ground water Public Hearing Barnstable Town Hall, Hyannis 2nd floor conference room Date: October 18, 2000 Time: Meeting starts at 7:00 PM ABUTTER NOTIFICATION LETTER As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Barnstable Board of Health. The project information is as follows: Applicants David &Janet Dunbar 93 Holly Lane Centerville, MA 02632 Project Location 55 Holly Lane, Centerville, MA Map 229 Parcel 110 Variance Request To Town of Barnstable Part Vill-On site Disposal Regulation Section 9.00-Installation of on site sewage disposal systems on marginal lots Reason for Variance v Insufficient depth of natural material Clean granular fill to be provided to meet the vertical separation above adjusted ground water Public Hearing Barnstable Town Hall, Hyannis 2nd floor conference room Date: October 18, 2000 Time: Meeting starts at 7:00 PM a • r / 'Q r r � r t G ._� u'� (�� �••n,-°!y� .,(rtr�f s�y,. $ ' W Shirley 10 Ob o L R , } '�.J � •t� C aP SEcney , ` ' r N �Q :Ii �� r ti � B A .•` � � � � t bH4Yas� � Q� -� • ` ••ij���6 .�y"0 ©• aq C P � t �pet � LIMI ,� � 7/:•Qy `e�. � r; hw pw .`rpfia ♦ tip`,:. �1•j !' I 'ti i e• i' »q e � art � ` n M f, .�. y� f •ne• 0 f ':o I q /�� - ••CSC ♦ ((�A�A" ,1 '. N" Bee. 7 C i OL y .. ��'\:.. ems: '�.y eY ::. � y1'8 a�:• { �� � � i I,rindh�� .jy r rr �� •- / r"''ati / 'h toe ER ILLIs' e � l i / Hya �1 .Pllnted8om10P01619➢t(VJdlbaer Piodrctioaf(www.topo.eoep� . LOCUS PLAN Scale: 1:12,000 Assessors Map 229 Parcel 110 Directions to Site: From Hyannis take West Main Street; Bear left onto South Main Street-aka Pine Street; Take right onto Holly Lane; Lot is on the left r "sue Bk 13697 Pg95 #22143 04-03-2001 0 03 :56P DEED RESTRICTION WHEREAS, David B. &Janet Cook Dunbar of 93 Holly Lane, Centerville, MA are the owners of Parcel C, #55 Holly Lane located in(Barnstable), Centerville MA, and being shown on a plan entitled "Subdivision of Land in Centerville MA", Property of David B. & Janet Cook Dunbar, duly recorded in Barnstable County Registry of Deeds in Plan Book S,%, Page WHEREAS, David B. &Janet Cook Dunbar as the owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the numbers of bedrooms which can be included in any home built on said lot as a pre-conditi on on to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Substance Disposal of Sanitary Sewage and to obtaining a building permit for thi s is lot; c� WHEREAS, the Town of Barnstable Board of Health as a pre-condition to granting the variance from 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the ,a issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, David B. &Janet Cook Dunbar do hereby place the following OC restriction on the above referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be UM binding upon all successors in title: E 1.) Parcel �1, #55 Holly Lane may have constructed upon the lot a house containing no more than three (3) bedrooms. David B. &Janet Cook Dunbar agree that this shall be permanent deed restriction affecting 55 Holly Lane located in Barnstable, (Centerville) MA, and being shown on the plan recorded in Plan Book Page FS' . For title of David B. &Janet Cook Dunbar see Book ��8'g', Page ( 2P, ,r r � Sk 13697 Rg96 #22143 Executed as a sealed instrument this, j day of April 2001. 4 T C OK "AR DAVID rWUNEQR COMMONWEALTH OF MASSACHUSETTS Barnstable, ss Apri1.2J,2001 Then personally appeared the above named David B. Dunbar and Janet Cook Dunbar and acknowledged the foregoing instrument to be their free act and deed, before„ ^eif t N UB C- TANLEY Pb,v S My Commission Expires. July 22, 2005 BARNSTABLE COUNTY REGISTRY OF DEEDS ATRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEED$ GROUNDWATER PROTECTION ' l I s OVERLAY DISTRICT f II 20• I s Shown on Plan Entitled /1� l � O�i I %' • '�Revir-ed Groundwater Protection Overlay Districts" - April, 1993 ! I/ ) I �P it REFERENCES: l li I Deed Book 8488/122 cl %/I• Q 1 Plan Book 58/23 f , 15 1113 l l Z 1 .. .. 10819 60/63 , o _ 1919 State Layout Pine Street / — — 1 ' LOT 4 5�452'20" E m f ► ' UTILI TY 0 _ ASSESSORS REF.: i l l I _ zZ /f! LOT 12 I _ �SE�1�lENT ,q.» 1. Map 229, Parcels 15,16,&. 110 ' - ' 1 ZONE: RD-1 m L — N t� c 1 F \ Q / David e• Dunbar Area (min.) 43,560 SF 2 qY I Bonet Cook-Dunbar t +I I Q° Fronto a (min) 20' ' i 1 Z Width min 125' 1 Setboc s: Fron t: 30 1 1 1 Side: 10' O1 1 ►� , ,,, 1 Rear: 10' l FLOOD ZONE.• c LOT 5 1 1 Community Panel No. , 1' —L _____ 1 1250001 0005 C ► � c., �, � 1 Aug 19. 1985 / 1 ZS,2.••f I�� 2$,2 � t OWNER: l+� �i S84052'2o1E W David B. & Janet Cook Dunbar 1 ' / 93 Holly Lane ! 3 a o I Centerville, Mass. 02632 O f/ S Z O NQ O f• 3� W N : I ,� o m I Q PET SULLIVAN i ° 1 I 2 li NO.29733 1 Wetland Resource MVIl 6b' j i3 Limit (as /lagged byjJ N Q n /LOT 6 _ I e £ fJ51Forestry & E.nvironmentdl) tor 3 _ o 0 i H Ofto o\ I Cl) o� RICH �v� ' III b °to 0 ' q )CHARD s ` 1a 0 :\ I R. T 11�• 50.0' ---►1 m h�,x 1 t � I LHEUREUX No. • � ,A I �R` � I 19 I1T ' ' '� \ I :h% a 18,313fSF Q I 66� (J N 1 I ti e= N 2S,Zl 1 2S,B / rr3 0 7l, W, I VV om 2s.lo j .O \ a W 0.2 1 x0 0 i1 Na ��y tl', L(j 1440 CD .� 845220" E j \ \ s� l 5.00, 'I 1 777;fSF wetland Q - `82,863+SF upland OR'4WELL Fp N d o I o r 1 r 33,640.ISF total R p°°� a o 10' D'Box h V N 84 52 20" ({r / 171f• N / Elizabeth 50.00' ' 0 15 ,70 45 60 FEET A. Kouloheros — - ' - 342f'to 30.0 Pine Street Revision Add Board of Health Comments Date:Nov.01,2000 SHEET I of 2 Sullivan Engineering, Inc. p Sheet Title: Dw9 # Ca GSIJi'\/ PROPOSED So�PTIC SYSTEM C164p12. PO Box 659 7.Porker Road DAVtO 81 JANET DUNBAR Scale Osterville, MA 02655 Osterville MA 02655 (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 for LOT 14— HOLLY LANE PsuIIPEabol.com capeaurvAtopecodnet CENTERVILLE,_ MASS. °o�/2s/oo . Top of System 32+/_ Motes: Id Minimum(T p.1 Finished t. Grade 4"0 Perforated 1. Where necessary remove all ar, . .TEST HOLE - I F L.29,9 ETop of Wallie 30.8 �, Filter Fabric Pvc Pipe F unsuitable material for 5(rive)feet all c4ARs SAND around system& replace with Class 1AW 2z' COARSfi I/8"-1/2"Pea Srone s; material. A BRIM.SAND 10YR 5/3 3/4"-11/2"Double ,: 2. The retaining wall shall be 30, UK I3RN,CCaARSE r Bot.of System El29:8 Washed Stone - constructed of reinforced Concrete, B SAND 7.SVR 4/'-1 v -0 3-0 9-o ' shall have no weep holes,and shall be ae Ye:% .t3RN, CoARSE 12-0 waterproof. C SAND IbYR b/'-/ I•�� Compacted Fi I 1 y �E� 3. The top of the retaining wall shall be S 9 r' PERK TEST `L SA $ 5' Existing //� =dam,,, - _n� no lower than the"break out" ,Zo cot.GQowm E e ai •_Minimum Grade) elevation. GROUND wATE R IS 62" See Note I to The Right ReintorceArounning Wall(Alt Around) 4. The distance from the wall to the Adj.Groundwater Elev. edge of the leaching bed to be 10(ten) 24.8(6/9/98) CROSS SECTION LEACHING CHAMBER foot minimum. o T�sT NOL� -2 EL.30,1 Not to Scale FILL- MEO TO 10' COARSE SAND D-Box (Min.) Z`t A 24'0Opening Above For M.H. SAND- - 5yR .5/4 1/2'Ii7Golv.Pipe For Frame 8Cover. F.G.29.0 Topof.wall30.8 Float Support Crawl Space �„ _ a f 3G $ gRN, COARSE 1- SAND 10YR 5/G Et_2tp,l Slab ,=� 27.0 Min. Grade/' J 46 YEL. ORN. COARSE � 2 6.8 1500 Gallon Pump C SAND 10 yR b/�/ f I Sr Pump Power 8�Float Control / TO D-Box Septic Tank Chamber Adj.Groundwater Elev. �^� PERK TEST Cables Installed inAccordance 24.8 6 9 98) Remove Unsuitable Material as Required. Coe.GRO WA�2 With.Local Bldg.8�Elec.Codes. � � - 120 -.� . See Note I Above „ =' Bedding as GROUND WATER@ f3�i I a' r Per Title 5 PERCOLATION TESTS 4'0 From.Septic Precast Pump Tank.Sch.40PVC Chamber DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM cLAss 1 MA'T�ri�A� f 1 DEPT'H- TN-I S9"� TH-Z 6�'' 4'-0�� a LESS THAN -L M1N�IhICH a Not to Scale USGS Kgh Ground Water Calculation No. P- 91 y Cape Cod Commission Technical Bulletin ENGINEER: SULK\VAN �N6\NCaeR\N�I►dG PLAN NOTE: Waterproof/Seal Concrete Septic Tank Index Well MllilN29 wlT,vs:ss; 3',p�JNNING,T.o.Ci.,Ci,o.H, BI Pump Chamber With 2 Coats of zone D ' Approved Sealant. Date June 8,1998 Variance Required Monthly Read'iny Index Wee 6•7 Devotion "_omSe PVC Finished W.tert.evdAdiusbnot (soxprounbrver.) 1.7 1. Town of Barnstable Part VIII: On Site nk Grade observed Waver 7.0 23.1 Disposal Regulations: Corroded Ground water 5.3 2a.a Section 9.00 Installation of On-Site :►s; :>A ps e"' Elevation of Long Pond 24.8 NGVD as of Oct. 20,2000 Sewage Disposal Systems on Marginal Conduit Thru ChamberLG '^ NOTES DESIGN DATA Lots. v For Power 8�Float To D-Box " Emergency Storage R: I.Water Supply ForThis Lot is Municipal Wa er. Single Family-3 Bedroom there is at least a four foot depth Of 9 �Yo Cables. a Min.2 Cover PP y p P Vol. 330 Gal With no Garbage Grinder 2.Location of Utilities Shown on This Plan Arb pprox. naturally occurring pervious soil below the Dail Flow=I10 x3= 330 GPO Alarm on EL 25.0. ro 2"0 Sch.40 PVC At Least 72 Hours Prior to Any Excavation ForThis Septic Tank:550 GPD x 200%=660 GPD entire area of the leaching facility and the Pump on E1.24.5 Mercury Float Threaded Pipe Project The ConlroctorSholl Make The Required Use 1500 Gallon Septic Tank designated leaching reserve area." Switchs-3Req'd Notification to Dig Safe(1-800-322-4844) g g Pumpoff El.24.0 Check Valve 3 The Contractor is Required to Secure Appropriate LEACHING AREA 4 feet required - 1.3 feet and 1.7 feet Secure Pipe at TopBi Permits From Town Agencies For Construction 330 GPD/0.74=446 SF Required provided. Bottom of Chamber 1i; Defined byThis Plan. Use Bottom Area Only OF Bottom EI.23.0 ":' 6"Washed • Bottom Area=12'x 38 = 456 S F 4. Install Risers as Required Within 12 of ,:�. . •a.�• t.•:•:•. one Min. q � 456 S.F.Total Provided I$1•�R Finished Grade. LEACHING.BED DESIGN SULLIVAN SECTION T- 5.All Structures Bdried Four Feet or More or'Subject' IAA.29733 All Pipes to be Schedule 40.PVC � to Vehicular Traffic to be H-20 Loading. Perforated With Capped Ends.Use Ci�L PUMP CHAMBER DETAIL 6 Septic System lobe Installed in Accordance Wilh 3-4"Distribulion Lines inal'2'x38' f 4 Not to Scale 310 CMR 15.00 Laiest,Revision And Th,!Townof Washed Stone Bed as Shown. Barnstable Board of Health Regulations. AL 7. All Piping to be Sch 40 PVC SHEET 2 of 2 DUNBAR CENTERVILLE,MASS. Revision Add Board of Health Comments Date:Nov.01,2000 SULLIVAN ENGINEERING INC OSTERVILLE,MASS. JULY 26,2000