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HomeMy WebLinkAbout0175 BAXTERS NECK ROAD - Health -tAXTER NECKS l�oa, A= 075-001.' O �Jrj,ct�S a�'S f No. O o ,• Fee`F i Old I O S THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppfication for Miopooar *pgtem Conotruction Permit Application for a Permit to Construct(K)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 7-k.eo c�NC.�F_V- � Assessor's Map/Parcel 'T 5 /?WLrTOWOOT-or 1-Y�61 l 93q �Pe.Z J1 �j ��t{pt &C-0 Installer's Name,Address,and Teel.No. De ner's Name Address and Tel.N�j�— Type of Building: Dwelling No.of Bedrooms Lot Size t52� sq.ft. Garbage Grinder(N►� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow_ gallons per day. Calculated daily flow gallons. Plan Date _V5 Z3 g 1991B Number of sheets I Revision Date Title '9ti-TMFLAvy QII C-2 'S CR"1 C,G '5Y5-%M,v4 -X6 i�kx'Ma-M 6c. - (*\(Z Size of Septic Tank Type of S.A.S. Description of Soil Zp'fir= ® b F_3" - �a�s,�vv Co�zs� J,�vtiO V- LZ." i z-- Z," Nature of Repairs or Alterations(Answer when applicable) 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this Board ofHeal Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. �2r7 Date Issued ----- ----------------- - ----------- -.—._ _ . o. TOWN F B .N LE Q p� :':;:':LOCATION SEWAGE# `. YELLAGE ASS SOR'S MAP LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) / size) v V' NO.OF BEDROOMS- ....., :BUILDER OR OWNER PERMTTDATE: — COMPLIANCE DATE: /•JG �y� ss..Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 n3 i O 9 - .a.o No. Fee 100 1 THE COMMONW ALH OF ASSY Yes HUSETTS _ Entered in computer: PUBLIC HEALTH DIVISION - TOWN�OF MRNSTABLE., MASSACHUSETTS 01pprication for �Digogar *p!Otm Construction Permit Application for a Permit to Construct(K)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6 Co$A k L 1� �G � Owner's Name,Address and Tel.No. Assessor's MapMarcel "7 /Q0g-r10ry 00 V-0 r t.Y b j t 93y QC G/kvV S, f�t1-S tt i Ec..7 Installer's Name,Address,and Tel.No. DVr's Name Address and Tel.N _ ^" '. '� i�AdL.K.-t✓:r2�J 06�Zi/t LL� '��"� f t Type of Building:Dwelling No.of Bedrooms Lot Size 9; t5Z75 .sq.ft. Garbage Grinder(4 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures fDesign Flow 5 SD f gallons per day. Calculated daily flow gallons. r Plan-Date fE�5 Z5 1998 'Number of sheets Revision Date >` Title S rm—?t.&" d Alzoeosec> `J y>r% G VA K TIC-IL �C.�C_ a>� Size of Septic Tank Type of S.A.S. --' Description of Soil ' Q' ���,. b "3 6,z4wrvCaA.2sG o 3"^ 29" 1320.1j ty C014"&G 8"-- L,Ut-v-r �Eu���y �w ry CyA�s� Farvp Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: - r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system "m accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Co`mp'liance has been issued by-this Board of Heal ' Signed o Date Application Approved by Date ! - - Application Disapproved for Me following reasons Permit No.� ' - -3-:�L 6 Date Issued ------------------------------ -------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS j Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( K) Repaired ( )Upgraded ( ) ?,.-andoned( )by at G.c T." xrtz-"6-r-r-- 22 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer "'The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date j� ' (�� ' Inspector --------------------------------------- No. 9 3-"C' Fee—b Oct! THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi0p0ar *pgtem Construction Permit Permission is hereby granted to Construct( K)Repair( )Upgrade( )Abandon( ) System located at �4 mLIL 10 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this t. Date: Approved bych � —�� TOWN F B rN LE -� J�V LOCATIOV- r SEWAGE 17' _ VILLAGE ASS ,SOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. /e 49ce&4C!/ SEPTIC TANK CAPACITY 22/_yI�? LEACHING FACILITY: (type) G / �' f size) w NO.OF BEDROOMS ,57 BUILDER OR OWNER P� PERMTTDATE: COMPLIANCE DATE: /� Separation Distance Between the: i Maximum Adjusted Groundwater Table and 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 j within 300 feet of leaching facility) Feet Furnished by '-� i / `� �- �� `�I 0 /��-� u , ) f I -- 10 1 a of i3�ruSl:�b►c � _""® __ Department of Health, Y+Safet and Environmental Services Date Public Health Division d tw rq� 367 Main Street,Hyannis MA 02601 � Go JPQ-7 I "Warr } 1 t Time t p�"`^ Fee Yd. PAM i65 6 Date Scheduled nent or Sewage Disposal , Soil Suitability Assess► f �NNI N� S Err D Performed By: P5TE S uL L1 VAN P E Wltneaed�By: 1V 1+OTt1VIATION LOCATION & OWN ItAL 1 owner,$Name FRED I-aNsBERG- �xL�]EGtL0-O 1C{3q OCERN SI; OZOt Location Address L 0-1- 13 Ivl qR5 N FI END I►1 A Addeea! c F I.X01 Bngirim'sName fir✓ � Ju�L�vAN Assessor's Map�arcel: P&r-r"aN aLjt 0 q�^33 g Telephone _,__• tt not E NEW CONSTRUC 10N � 4 REPAIR Surface Stone Slope Lend Use R prinking Wetet Well R Possible Wet Area��— t�i A fl Distances from: Open Water Body Di dam— O f It other �/n R Property Line �.�-- . Drainage Way�� dimensions of lot,exact locations of test holes do pare tests,locate wetlands in proximity to hole) SKETCH:(Street name,dim , LO T 13 P9 q 8,5Z5 s l= 682= t 1p 1 o P� K R 0 W Zen b ® I x o TH-1 a G L G t A L Depth to Bedrock S PLAIN Parent material(geologic) - Weeping ttom Pit Face Depth to Groundwater: Standing Water In Hole: El. 5 t N GV D ' Estimated Seasonal High Groun wa er .,. ........ .. _ ERNttNATION 1♦'C)It SEASO�NAL�G�I�A"I`Ema��L � i I)CT rac6Np t jo 01=13A¢ds tt�t3�& At n ti E _in. Depth to soil mottle: R Method Used: v N {nobs.hole: At N E in. Groundwater Adjustment Depth Observed standing — Ad).factor _Adj.Groundwater Level Depth to we from side of obs.hole: Well level„•____ __.._._ Reading Date: index Well N _ a+e e30 PERCOLATION'I' ST gn/1�N•ZO. SCG/ZSGAL_: Times . . , Observation Hole N 1 � Time at 6". Depth of Perc Time(9"-6") Start Pre-soak Time® .. -•- End Pre-soak —� LEss fihaN 2Mltj C14 Rate Min./inch Site Failed: Additional Testing Needed(YIN)Site Suitability Assessment: Site Passed Health Division Observation Hole Data To Be Completed on Original. Pub lic .„. AnnliCAnt LOG. ION IIOLr soil giber O(JS(%(i;V/�• Soil Color ' Mottling (Structure,Stones,noulderof. Soil1'exlure (Munsell) wolr from Soil Ilorizun (USDA) Surface(in.) PINt' N&t _ 0 D Rrowiv 10,19, 3 �vN� StraNG arm S vNc ybLL. ,312wN , � AND � a �r.yE� aN is C.,V € 2-q 120 # r. Urc>r oIjSr', A'rt�N soil Solt Color tling (Slrtrcture,Stones,l)ouldercs. Soll Texture (Munsell) Mot I)cplh from Soil llorizon (USDA) Surface(in.) It 2�— O �. 0-3 • 3„_ i Zit —2;4 v 2 Ot;scJtvn'r(orr Soil J)J'rillSoil Color Mottling (Structure,Stones,Ooulderq. Soil Texture (Munsell) •i•r�" -�L--� Ucpll,from Soil 11 rizon (USUA) Surface(in.) t OUSG(tV/�'I'I01V ��OLr'LOG Soil Other notrldercs. llC ' Soil Color Mottling (Slrnclurc,Stones, Soll'rexture (Munsell) I)cpih from Soil Ilorizon (USUA) Surface(in.) • _ I •� eC l�iw.M+ • Yes Above Soo year flood boundary NO, x_ Within 500 year boundary No X Yes — Within too year hood boundary No Yes — pervious materiel exist in all areas observed throughout the Does at least four feet of naturally occu system?Ing proposed for tine soil absorption area p pervious material? If not,what is the depth of naturally occurring have passed the soil evaluator examination a roved by the lit ' ate)1 ha plysisper e sist O I certify that on cot of i nvironmenlaI Protection and tilal the,abon I OaCMR 15,017. y hcnarlm- . .,..—„ ;mnri,ricsc if.e • . o 0 7 28 IC 0 Q) ;r-A^ TH- I Elev. 33.5 0CU a) ao 3 ca tl TH-2 Elev.27.0 � � E � e ° N Pine Needles '`� a�i m 0 E rn c 0 cv c Z ° a`ai It Organic Mat a) c .c /L ,• ;�� / "�' O A Brown Coarse 'z L -v 3 0 0 Q _� 3�1 Sand cow � Q) J E N o Strong Brown o += ao 4- X o o Q - • B1 Coarse Sand M. aci c �� N Yellow Brown a> — co n a� n a „ B2 Coarse Sand \ 0 0 'ca +r co p p ii<r.n 2 4 c E > aci N co) I,O 0 0 /r o�r� �61 48�t Perk Test V \ '" s c c E 00 a �, 5t O- a) 0 o o •, � C Light Yel low Brown cri m o E 120" Coarse Sand a) as a�i Q aa) o = c NOTE Soil Profile is Same For j w W3 b'� N -' _ a Q a ai co 5- T H-18► T H-2 /��/ / --�� h/ ,d --` \ m ca c a) o a) a) � LOCUS PLAN No Water Encounted ���/// // �L �'` \ �� 3 o N "D H U SCALE I- 2000' Date: 2/19/98 ASSESSORS No. P-9105 28 i // / / \ \ \ \ \ \ \ \ \ r c\i 6 MAP 75 PORTION OF PARCEL / .-. .-. .-. Engineer Sullivan Engineering Inc. J. ...Barnstable BOH : JDunning I.X01 Percolation Test �\ \\ \\ Class I Material �� ^ / \ \ Depth of Perc.48 II / / _ / / ^ \ \ /\ � 9 Less Than 2 Min/Inch ai ( / Pr wio I . S' mosed 20X�t _. n9 Poo( \ / N SO �45' \ N M Proposed House / / t37' 4-1O � o, / N N ; 'q 3 � -S' NO O Q� C� era I • / / ^\\ \ Septic \\ \ \\ � \ Cn O ° Tank J N in 0 OD NOTES DESIGN DATA / — . Single Family-5 Bedroom I.Water Supply ForThis Lot is Municipal Water. With no Garbage Grinder / my / \ \ \ \ \ \ — -' ,\ \ \ Q 4k Q ,IL 2.Location of Utilities Shown on This Plan Are Approx. Daily Flow=110 x 5=550 GPD / / \' \ \ \ — — -' \ \\ \ W — E o At Least 72 Hours Prior to Any Excavation ForThis Septic Tank:550 GPD x 200%=IIOOGPD / / \ — — \ � v Ct Project The ContractorShall Make The Required Use 1500 Galion Septic Tank / • Notification to Dig Safe(1-800-522-4844) LEACHING AREA N\ \ \ \ \ \ \ \ \ \ 1 • a The Contractor is Required to Secure Appropriate - -- - - q � 550 GPD/0.74= 7�43�SF Required _ _ . . . . 1 /� ` 1` �a^o �o Permits From Town Agencies For Construction Sidewall 2(12 +44'�2 = 224 S.F. Defined by This Plan. / / N / ti \ \ \ \\ \ \ r. Cz Bottom Area=12. x44 = 528 S.F. / \ \ \ x 4 Install Risers as Re uiredto Within 12'of 752'S.F.Total Provided / J / \ \ \ m 5 d q - Finished Glade. LEACHING CHAMBER DESIGN /,N �re 7 �� ^ \ \ \ \\ \ \ QQ.o o 5.All Structures Buried Four Feet or More or Subject All Pipes lobe Schedule 40.PVC Q a to'Vehicular Traffic lobe H-20 Loading. Use 5-500 Gal. Leaching Chambers in a N / c c \ \ \ o k Septic System to be Installed in Accordance With 12' x44� Washed Stone Field as Shown. / j\ / / JV 310 CMR 15.00 Latest Revision And The Town of / ° f' i" / I - Barnstable Board of Health Regulations. /M�' °\° — J ti N O _� d / / / o 1 00 O o 7. All Piping to be Sch.40 PVC. / two IN, CN to -- \ o (U °�O N8 to 3 \ J co a - - _ _ _ - - Q �Z ypm� a 0 Gade — _ _ ---- __ gZ _ SITS 11 � o` o FG= - - - `��SE 0� Q t �. ''�b `� o_ C01 / 30 Lai FG= 2L.5 J \ � — - - - - - - sZ _ Q �V � M M Fabric --Compacted Fill SFilter , ee Note \ \ — o z oc a 4 \ — { s LU d 27 -Li \ \ \ _ rib a J @ o 175 \ \ � N 1/8= 1&1 24.5 1500 Gallon 24.3 O Pea Stone Septic Tank ` Bot.EL 15.5 '- — 20.3 v _ C•r•• •..••t.:r ti �l \ \ \ \ 9e Leaching �� �� Bedding as 10.5 1/ a \ \\ \\ \ ` ` _ — — — — —_ ` \ Per Title 5 O \ \ 3/4 - 1 1/2 Double t� t t t O o \ \ ✓ \ °' a Chamber Washed 10 10.5 10 10 12 \ LIJf0 4'-10" Ground Water at Elev.5 \ \ \ \ \ 1 \ / \ \\ \ \ \ \ \ U) Q Ir t� as Per T.O.B. Groundwater 12 -0 Contour Map. CO t \ \ \ \ IN, \ \ \\\\\III/�/ \ \ \ \\ TS Q V U J CROSS SECTION OF CHAMBER DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM �G \\ �\ \\\ �/ / \\ \ \ W J - Not to Scale °`�° \ NOT TO SCALE '°o\ `\ \ \ \\��\I \ \ /J �' \ \ ` � *� J�''i� �- 0- Z ' in Zoning District - RF `9 `^ I \ / `_ / \ 35 \ lu ''- 0 Front Setback — 30' ` — 36 - ° CL Q N Side Setback - 15' a 0 ,,..,� CO Rear Setback - 15' � „N _ � bF�'` � � `� 3� — \ � F° X o c � CL Me b aUo�S � t &31- XVg C.) � o Sheet 0f