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HomeMy WebLinkAbout0093 OYSTER WAY - Health 93 Oyster Way Osterville - m A= 072 -044 • t , TOWN OF BARNSTABLE LOCATION W411-9 _ SEWAGE # a DQS_ 3,39 VILLAGE Q�I of I/%de MA®_MklT,`` ASSESSOR'S MAP & LOT Z INSTALLER'S NAME&PHONE NO.T m 6,eiine�_V SD9 NO2'7177 oyy SEPTIC TANK CAPACITY I.S��U Qal H-a2U LEACHING.FACILITY: (type) L..CCIAI tnea (size) 34o Ala' NO.OF BEDROOMS L Clw"bie6 H16 BUILDER OR OWNER rran 1 PERMTTDATE: COMPLIANCE DATE: t 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 i � � - . , i � 3y�P� -- J 1� y�� _ �� y�' ��. �tn "°'6rr t ,� Yl f a. � � ��Q. y , No. !�a•J7 • �p Fee � THE COMMONWEALTH OF MASSACH•USETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppYication for 3015po0al *pgtem Com5truction 30ermit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) 21 Complete System D Individual Components Location Address or Lot No. O YS TE R \^/Al► Owner's Name,Address and Tel.No. OSTERVILLt= , LASS . FRANIG GENGjZPM10 Assessor's Map/Parcel ` P O. 13a X -6 2.L4 6 72 0'� 1 RZAMINGWAM 1\4145.5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.SO A- `I 7- 3 34 4 SULL1%./AN t:f✓GIN-C-.GRtI•/c_ iNC. -7 PARV�tfL RD 05717(_(Z-V t L L t 07 4 S S Type of Building: Dwelling No.of Bedrooms Lot Size`4 3,S4 O sq.ft. Garbage Grinder(NOD Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4 y O gallons per day. Calculated daily flow 1461 gallons. Plan Date Sy L*-/ 19 'ZOO 5- Number of sheets 1 Revision Date Title ZITF_ (CLAN =PROPO5C-D IMP(2oJ/EMEAltS Size of Septic Tank 600 GfH L.L0"-S Type of S.A.S. 12'x AcHINy C�1�4/►1Q�R Description of Soil 3��O Ryjr. VECDLL-sLOW-Pv1C, M47-MAL-0-, 3" 1Z:� BRr+ COArzsE SAND to,/ R `/L,- i3QN. apAC25E SANS lOY2S�G-a sa, Sq" LT.YEL• 6RN COARSE SAND tcryrt (g/H-C� 8t4"-1%0"(-t YE054 l3rL1+CeARsE6AND IoY26/5/-C4— Nature of Repairs or Alterations(Answer when applicable) r f bate 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 EnvironpenTaITo d not to place the system in operation until a Certifi- cate of Compliance has been' ml -.y is- o�c f Health. Signed(7 Date Application Approved b Date 1 , , Application Disapproved for the following reasons Permit No. Date Issued 1 No� ��� -Fee / so, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZIpprication for 0iopoar braem,.Con!Aruction Permit Application fora Permit to Construct(X)Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components - Location Address or Lot No.CT 3 0 Y 5 T 1=R W A y Owner's Name,Address and Tel.No. 0STERVILLLE , /viA55 . r1ZA1,IK GENr-- R/aZ.IG "Assessor's Map/Parcel -7 2 o y -1 F=RAM 1 1\A P 5 S w; Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.g 0 9- W-2-B-33 H 4 SULL%\/AN r_V&1NULr_-R1K/r_ INC . 1Q.w�'t -z PA R Ke fL QV Typeµof Building: l . Dwelling No.of Bedrooms��" Lot Size y 3, 5 G U sq.ft. Garbage Grinder(I\ o Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow H y U gallons per day. Calculated daily flow L1 6 1 gallons. Plan :Date Su Ly 1 8, 2 00 5- Number of sheets I Revision Date Title S 1 TE PLAN — IZ o PQ 5 C 0 A/LZ_ S Size of Septic Tank /.;00 GALLON- ` Type of S.A.S.IZ'x �-Ad-hwfA Chi4MOE2 r •, Description of Soil3-o Piwr= 3 -1Z, Rrata. r_roA2sC SA1vD_loy R " 5 3 - E - } 1'2"-At. " -/LL. 132N. CuiaRsc SAND 10YR.S�! -[3-- 3(0�BW� L1,Yt_L. GRN COAR-SE S/ Wl> 1GyR f.&-C. —4 E?L4 "-17.0"1-* CoARsESAND IOYR 6/V -Ci— _. Nature of Repairs or Alterations(Answer when applicable) y A bate last inspected: , a ' 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 Environmerital-M—e and not to place the system in operation until a Cert fi- ,,°• cate of Compliance has been'sstred'by t rF�is` old and o Health. l Signed Date Application Approved b Date Application Disapproved for the following reasons Permit No. fn/1�=, �_.>g Date Issued THE COMMONWEALTH OF MASSACHUSET.TS) BARNSTABLE, MASSACHUSETTS Certifica±o of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(x )Repaired( )Upgraded-( ) Abandoned( )by at q 3 O`/ -s-r a 2 WA-/ - O- e R VI L L E 414 SS has been constructed`n acc i an ce, with the provisions of Title 5 and the for Disposal System Construction Permit No.-°W c3-3 3�9 dated-7 Installer DesignerSUL L i vra ni t_"r s ry F-1,21 V_e_ I iiJt_. The issuance of this pe t all n&4e construed as a guarantee that the sy m pwiRfA"etfon as designed. Date 1 �(� —Inspector ``� L iu No., Fee / 5' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migponl *pgtem Construction Permit Permission is hereby granted to Construct(X)Repair( )Upgrade( )Abandon( ) System located at q 3 OYSTER WA`I 0617 [ZVI L.LE If 1014-5 S . 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. 1 Provided: Constr ction must be completed within three years of the date of this-perrmit. n . Date: l u 6 Approved by lc ti !vr T tMe Town of Barnstable Regulatory Services - e59: ��� Thomas F. Geiler, Director Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form 20 a5— Date: 3 8 O(o Sewage Permit# 3 3 9 Assessor's Map\Parcel 72 0144 Designer: SuLLNAN EN61A/E'ERINb I1uC Installer: D 7 PAR —E R R ' I i I . —�L—�'(dl/jS Address: OSTERVILLEX m,965 Address: y On. was issued a permit to install a . (date) (installer) {� septic system at q3 OVS'1'ER WAY. 0670RVILL E,MA based on a design drawn by (address) l)Ydn k:'k1,V tUr1Jdated ,Swt`l t8, --r (designer) 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. THtS.ceraTo FYS COMPL IA.NGts W IT TITL-G V dl✓Ly 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 n an re ' ion or certified as-built by designer to.follow. ( er's Signature) FUM WIL (Designer's Signature) (Affix Designers 9 ip Here) PLEASE.RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc r O I. 45' — — — —— — -- — o I d I ;t: I TOP OF WALL. I ••�I,� -- - - - - - - - - - - . - - - - - • I FI ,(ZvG , 12 THICK CONCRETE G� FOUNDATION, WALL, W/ 2 #5 ,REBAR a TOP , t BOTTO.M (TYP.) � ---— RArRS12' THICKCO OTINGW/2 tt .(TYP.) •,., I OO rPl I. — Z ' — I ------ ----- is ------ ----- I . � - - - - -� p/ I. ............ —I Town of Barnstable P# 9 2 8C4? Department of Health,Safety,and Environmental Services Public Health Division Date �?� $ 367 Main Street,Hyannis MA 02601 's EARMAaur, NAM Date Scheduled. 6/ _ l Q - Q Time /0 'Bel Fee Pd. °a Fo Ir1K�" r Soil Suitability'Assessment for Sewage Disposal " Performed By: �EfiER �11 L L I VA/L Witnessed By: � �Q N/111/Ylr Location Address q 3 O v S f'E 2 U".,g y Owner's Name PA L1 L M ALL 0 W VILL6_/ Address �5 y0 MILL r2-ta F 2p U PPerVJL_L&1 V, Assessor's Map/Parcel: 7 2//1//l Engineer's Name S U LL 1 I///JV �'NGlNEE21Y1/fo !NG NEW CONSTRUCTION _.X_ REPAIR Telephone N g aG-_[l Z p Lend Use Z I N DEI/ELvPEP Slopes(0 — S' Surface Stones JV49 Distances from: Open Water Body.300 T ft Possible Wet Area VP ft Drinking Water Well NFL ft r Drainage Way Nd ft Property Line R Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 2Y�v Aw.74 EA g' C�• AIF8*40Y�P'�f' tr 922. 74 M66.40V1?W b Gil MoN-ter.-� 916,91 •Q oµ 2 �.30.3 1 ZO 44. Parent material(geologic)pUfLI/AS// �L�4/!1� Depth to Bedrock q" Ivan - Depth to Groundwater: Standing Water in Hole:e414t9411VtED Weeping from Pit Face Estimated Seasonal High Groundwater �ESS t/�{/Y l\E>l`V :E i7iik7 V 17 t1LiHlay tl;:;Y.�, •'y Lt' :.. 1 .............:.:.:...................... .............................................. .......::..::..........:........................................................................ Method Used: ty A/ dF f AI NS�`�T3LF �YOCGNAU/f C�" �'O/VJfo IYII� Depth Observed standing in obs.hole: /Ya/YG in. Depth to soil mottles: /YB'il/E' in. Depth to weeping from side of obs.hole: /Y©4i,4',7 in. Groundwater Adjustment l e lye- ft. .•index Well# Reading Date:_. Index Well level.. Arlj.factor Adj.Groundwater Level_ ;:.;:.....;..... .:...... ....... :.:....... :::::::::::.:..;:. .;::::;::;<.;:.::...........<:.:.:.:::::.: >::: :.::.»»;::::;:::::a:»:Dint:..... ;:)..:•::T1ml.: . ::... ;:::.;>;;:.;;:.:.::::.::::.:::.::.::::.::::.:::::;•;;:::..;:;PERCULAI' Oli:TEST.;.;;;:::.;:;:<•:;;::....... �.:::::::. . � 2-5 �r�Lwtis Guess r�.�v 1-r i'vr I n r - '� Observation �� _ � � • Hole 0 Time at 9" Depth of Perc �� Time at 6" Start Pre-soak Time Q � � Time(9"-6'7 End Pre-soak Rate Min/inch 2—N//v�Er Site Suitability Assessment: Site Passed�� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant P. vr::a:: : :.: :.::.::::. :::::::::::::..:: ::...:::::::::.:::.::.:::::..:::::. ::.:: :::: :::...:..................................... .... . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. O „ P 1 NE /LGE.Dt 1r �rN. coa.sE MEN 2oo�s 67 0 Y(L S/3 ycL. i3 rN f 12 —3 b 13 Co�rr�s/�iv» 10 '/K SQL 2%d_ rAve c- s Lc 34 -92 C /SE 3.A✓ 16 Y 0V 6roy C �^1 L+. \/EL B RV �� C C041SC S,Sa�p 1 r NCO Co 13 Q L es DEEP OBSERVATION HOLE LOG Dote# Imo. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. a o a a M.N.4hi-ri- GM (3 YZ s�" Lp `l2 S L ^�y�� 4t. yet.13rn. C' Co -WD Id a l 1,t y,j.ara: Q N- i 8y l20" C caF F sAyn to `la. L DEEP OSETtVA7'Ii�N MULE LUG dole Depth from Soil Florizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) Flood Insurance Rahn:, Above 500 year flood boundary No_ Yes x Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required 'ning,expertise and experience described in 310 CMR 15.017. O Date Signature J g i I � , FAMILY ROOM __ __ - ____ __ __ __ __ .• 1 1 I ✓1CRIAN PORCH I I 1 1 1 ry - BRBAKPABT GUEST BEDROOM WALK-IN CLOSET KITCHEN I I v ' - MA8T7Bi I - BBOROOM PANTRY I V BITTING ROOM POWDER I ROOM I I 1Yv1 I k n --_ -__-�__\-_____ ___________ ___-_-_ WCA BATH 7 L O` KSEETN . LTCOSE LAV b ® MUDROOM BATH 4 e ¢ __ - i i rorale eeoleoon r LAUNDRY CLOSET DINING ROOM I 1 II V ------------� MASTER CL. BATH 1 BKOROOM ol 1 � I 1 II I 1 -------------I I GARAGE ------------ r I i A / I I �l ,r I I ct� I p 1 I I �3 �o•-o v-o• Iro o•-o• �•o• � Ir.p• r�o• lo•-o• t F G 18.5 F G. 19.5 LEGEND. ASSESSORS REF.. Finished Grad. _ tzzz Map 72 Parcel 44 Y +• o 1Compacled Fil Filler Fabric 15.5 a Over Head Wires o , `m-„� -�_____- 16.5 4- Hydrant 1500 Gallon r Top El.16.5 •�•; ZONE• r = 0 2".1/e" v2" 16.3 Septic Tank Is.1 :;: 0 Concrete Bound Tif'it v --•r o =o Leaching Pea Stone :ia>, Bot E1. 13.5 Chamber 15.9 15.7 0 Water Gate (round) :.o •o '', . , '�'; N aia"-I v2" '°° ..�. 8.5' RF-1 Double washed -0 Guy Pole - I ( 51p1e Bedding as Bottom T.H.El.5.0 -p- Utility Pole Area (twin.) 87,120 SF (RPOD) r-1-2'-00„-- Per Title 5 ^ 0 5 tr No Groundwater Frontage (min) 20 cRoss s�crloN of CHAMBER DEVELOPED PROFILE OF-PROPOSED SEPTIC SYSTEM II ' Width (min) 125 0 Setbacks: ? ° Not to SCalf Not to Scale Fron t 30' b' _ Side 15' .r t Large White Pine �. •e * o Rear 15' See Note NOTES 1. Water Supply For This Lot is Municipal Water. DESIGN DATA FLOOD ZONE: 2.I.ocation of Utilities Shown on This Plan Are Approx. Single Family-4 Bedroom LOCATION MAP. At least 72 Hours Prior to Any Excavation For This No Garbage Grinder Zone C & A14(e112) Protect The Contractor Shall Make The Required I Daily Flow 110 x 4 =440 gpd Notificgtion to DIG SAFE.-1-888.344-7g233. Septic Tank:440 gpd x 200%=8809pd New Evergreens Community Panel No, Scale: 1" = 2000't 3•The Contractor is Required to Secure Appropriate Use a 1500 Gallon Septic Tank. #250001 0018 D - Permits From Town Agencies For Construction LFA�HING AREA- July 2, 1992 Defined by This Plan. „ 440 gpd70.7�}=595 *(.Required 4.Instgl l Risers as Required to Within 12 of Finished Sidewalk 2(12 t 3612=192 s.f.=' Grade. Y .flottomArsai12 x3f = 432 sa. �.All Structures Buried Four Feet (4') or More or 624 s.f.Total Provided. Subject toVehlcular lobe H-20Loading. LEACHING CHAMBER DESIGN s OVERLAY DISTRICT. 6.Septic System to be Installed in Accordance With All Pipes to be Schedule 40 PVC Us#4 310 CMR 15.00 Latest Revision And The Town of i I F� \ AP - Aquifer Protection District Galion Le aching Chambers in 0 o L 50 Go Barnstable Board of Health Regulations. g - 12 x 36 Washed Stone Field as Shown. ` { 7. All Piping to be Sch.40 PVC. ,r �\ AS Shown on Plan Entitled _-__ �\ \ "Revised Groundwater Protection B.Depth of Inlet Tee Below Flow Line: 10"Min. I t Depth of Outlet Tee Below Flow Line:l4"Min. \ ' 10• \ Overlay Districts" - April, 1993 With Gas Baffle. tfi 'T.H.-Z EIEV. l5'D w T.H•- 1 eLw. IS.O _ 3� _ O PINic NRs-D�-�S PINE NQ60Li•s �\ `� N \� u> \ \ \ \ '•,�,� QRCt~AN1C MA-1rR1✓1'"1.. O. t, Og6AN�C Ms.T6R1A4. Z ,4r \ O + t«jRN' GO►RSM SANp tBRN. COARSE- 9ANP \ \} a r ly \ Ss8• \ 6 1 Z" IOYR YRI.'ti3F1N' COA e,la VEI.., BRN' COARSE / �• \ el \ ,� 'tt � 1 \ B SAND 10YR $ICA , SAND I D Y R S/!. bV" 3G L--r. YI'zl-•, o QN GOARSC• LT.YEL. OR'J COARSE / "+. 1 Q \ 1\ �' r \ \ FEUA Z.r\ C r SAN C 1 0 Y R 6/N ' 1 SAND 1 O Y R fo/'i as Shown m t 1RIM 84" C $N" C \ '� . \_ \� \ l� 1p'MhN m. �..y` \\ \\ PaoN125000f 00180 \ \ • LT, Yfrl-'15M BRIE CAARbMg .. L.T•Y CsL:\SN DRN �•oAfZSc- I \ � t � �,..i `` \ 2 SP.ND t0`,R V/y 2 BAND IC>V(t (oI�I / t i \ � I Gam' __ ,t.�! U 7 ;, ,� \ •\,.�� \ NO GROUN0wAT6R NO GROUND WATER s�e�-a / y \ P&RK NO. g281. / 4 \ \ \ \\ \\ �•\.. ` \ \\\ ',� �_` �- oILSS TN AN 2 tvt1N.�INLN // /r // / .• "r, Oct PROP pY'• S1.11.L1VAN ¢NG\Ni.4'IZ1N6 lNG / i 1 w WITN6S5, T.pUNN�NCs-T.O.hSi t / ; %\ / I�r 1 /R Day. i=URpo Zd I 1 1 ' P'. 19.0 ��CtNo M s w 1 \ 1 `•-- i \ i% y 26 I� I p Rcp UN(ROO� \ / / / / I I / 1 \ I P.} 1- --- / I / Note: / T�-- • hly rg � / / /' / � -r-- --,\ \ , � \ � // o / o-,.r.ref CRAM \ / / / .4 \ 1 AWN ,-_ _ -- _ - N8 '30' //316 'o- -�z_ ,Lot 219 __- - 92/ 43�561tSF 11 �` 2�\ 4 \LL J�/ %fLoop ' - 1 1-'- _ _�"� -_..�'� - i-_-$ W. ////ice •.. „ _ \ J _----\\� \0_-_22_ /1 - Low 2 Sly VA `. Olt LLC CN Title: PREPARED BY. t PREPARED FOR: Notes/Revision: a � Sullivan Engineering, Inc. CapeSurvFrank Generazo b b 1.) The property line information shown-was SITE PLAN PO Box 659 7 Parker Road C/0 New England Sand & Gravel compiled from available record information. Q PROPOSED.IMPROVEMENTS Osterville, MA 02655 Osterville MA 02655 PO BOX 3248 93 OYSTER WAY (508)428-3344 (508)428-3115 .fox ( 98)420-3994 (508)420-3995 fox Fram�n ham MA 01701 2•) The topographic information was obtained g from on on the ground survey performed .on OSTERV I L L S, MASS. 31/MA Y/05. o Draft: MJD Field: RLH WHK JPM 30 0 15 30 60 120 3. The datum used is NGVD 29 a fixed mean `+L Date: Scale: Review: ps Comp/t7raff: RRL i sea level datum. July 18 , 2005 As Shown Pro: 1 # 25016 Drawing' # C279_12G1