Loading...
HomeMy WebLinkAbout0256 TOWER HILL ROAD - Health 256 TOWER HILL R;a�} ©STERVILLE A = 142 047 Y TOWN OF BARNSTABLE �! LOCATION Q Z✓ed SEWAGE #o�0®/-C'a6 VILLAGE G!r'i/� ASSESSOR'S MAP & LOT A z-ozl - INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I,$mod C&f' aa LEACHING FACILITY: (type) 5-0 6 GAL r-A A �3M ?J 6J (size) I3�c)l NO. OF BEDROOMS // BUILDER OR OWNER E1y/rt ���T PERMITDATE: ---81 COMPLIANCE DATE: 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 0 t ���. IL N No. �I� — 07 ! ,- t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mt5po5a[ *p.5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(\/)Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. J� Owner's Name,Address and Tel.No. "2 "L �''Ocuer 9i"II �oe��C,O��erv�"Ile /a�'n H• r /Yoram br. lorjesl' Assessor's Map/Parcel M 41 a Oa10 5or Installer'ss Name,Address,and Tel.No. la Designer's Name,Address and Tel.No. d 'y Pa.rX-,- R.� P,o ox &,tr 5 Gsferv, 1/� m,�. v�to65 Type of Building: Dwelling No.of Bedrooms Lot Size .tote at Garbage Grinder(AP Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow 9 3 0 gallons per day. Calculated daily flow ✓31 gallons. Plan Date Pee ag, 0000 Number of sheets / Revision Date J,98 Z .7000 Title Si',te P/cl✓r, Areas& /idd i h-ch i h e_ S ri G ✓g/a_�e_ Size of Septic Tank /540 gQ 11 94 Type of S.A.S. 1 ea4hi p C&I-n6er d iffh. Description of Soil "do r ,"c_ m&itrat 1" 4o 11 'Eb rn coarg, San(, b r 5/ 11' 4a Son 9. SLO g brown COQrdt ZA]a d 2.s yr -5/G ' 30 " 16 yy' , brn�44 4CI (foQrV _S lour r 6/4 - 0" 1 130 C Lt yel',A brr) Ctark_ as,ea_L 7-eJ t h Oir � S t a r� O l/0 8/®i no rau nWzv4tr r eh e�ccrr}c��R. Nature of Repairs oraIterations(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 be sue y this B of Hea h Sign: Date 1711" 101 Application Approved by _ -62J Date /z 0 Application Disapproved for the following reasons Permit No. 7itw /"' 6 Z Date Issued /Z 0 n TOWN OF BARNSTABLE LOCATIONSU.0`? �/// SEWAGE #ADO/ Dab S lcrt��J� ASSESSOR'S MAP & LOT Iti. Z-04 ? VILLAGE U - INSTALLER'S NAME PHONE NO. & SEPTIC_TANK CAPACITY / o G �• J/ LEACHING FACILITY:- (type) p0 G�� Chrti/Hi3t21 (size) I3 aCaS� ' NO. OF BEDROOMS f BUILDER OR OWNER Ev��► CJ T PERMIT DATE: !- I z-dl COMPLIANCE DATE: 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 . Feet " 6 . on site or within 2.00 feet of leaching facility).. ; Edge of a�Vedand and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by • _ I 1 n P p P, QQ Ulf-�,,, �aN. 3G� , 57. ' y6 6 `' G'^ -•� del��y r 01 y No. — -.._.. ; Fee .. `J y� Entered in com uter: `' —$—_ THE COMMONWEALTH OF MASSACHUSETTS p Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Mioogaf *paem Construction,'Vermit } Application for a Permit to Construct( )Repair( )Upgrade( Abandon( ) ElComplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. )SW4. -rower- 'l�l 01 �Qr���f,Oster r�JJ� e1 V;'� H• V. /1�o ra �• %oi�'c-sf Assessor's Map/Pazcel m / A /04 ram 0 417 /1t,/r- c( , � 3 Installer's Naine,AAddddrress,and Tel No. / 0 Designer's:Name,Address and Tel.No. 7 Ile , �-a�'CrVt`!l>o, J7?Y-7 • �o�lv:a���' � Type of Building: Dwelling No.of Bedrooms eaZ/ Lot Size rgq-ft- Garbage Grinder(NO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ® gallons per day. Calculated daily flow 3 gallons. Plan Date .nee c21, o?000 Number of sheets Revision Date ff,9N F, _�DyO Title $i/e 14ld n Arap,!�SPAL /Yd1/)_fi•4 f74_ �-JJ;&r» Ge.pg Af 4A... Size of Septic Tank 16,eyo q'a.lign e . Type of S.A.S. I eat�i J2h "Clreh-ber d fjwwb � i w. Description of Soil d l "�o r qvh i L maUn'd t'. 1" l� 1 ,b rn coa rz,, 50-Pt. J U r 5/3 W` 4r.> 3o" A, sftong brown coar,,w, 4An.aL 7, yr 4 /4 : 3 0 " j6 yN' jrZb rnWi Net 004rV satxC / 6 r G/G y " to / 3o C bt yel'y�A b rn 0iVar4-e- 44" )o4r 4l j T rl t h PIC ,� a) 0I%p Pa/o/ no Nature of Repairs or �7terations(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 ued this B vvar� of Heal . Signed� / Date ��J /O/ Application Approved by Date Application Disapproved for the.following reasons Permit No. Z" -' 6 Z G _ t Date Issued z A ——————_—— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Eertificate of compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(�() Abandoned( )by U r,u at •� �"�Gycr /� %l ,t��l t` , -cr V i,dr,, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �.o V/ Z�ated Z t7 Installer Designer The issuance of this shall not be construed as a guarantee that the syst ill fu cti. as desi -ne Date �/ ' o Inspector .^k��, l — �flU Z6 --------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligoof *pgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at a✓� � ' �" / // /��(�Sf�J' ✓� 7%",.. 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 mus be c 6i leted within three years of the date of thi Date: Approved by_; y. I(F� rr 'ILL Yv/ It'ALXR .y > DETAIL A /, .., i fa NDATION ...... SHELF DETAIL _j/;. PLY St'EATHIN6 [ 27C8 Rs•FTERS ® lo' OG t 1 ----- ---... --- a-- 5 NOT MAINTAIN I" AIRSRGE A 6ETYVEEN TOP OF IN9_LATION AND IF5l GM OF ROOF SHEATHINS .�.Y... 'r 2x.- BEd ."is ------ ._ A.._ (2) IM RATE 1xt 9L^ I ' 9/4" 57KAPPIt� I/2' 6YP (2) 2x6 RATE y� e. I 8 nxa ro-ari, � �EDRDOM I ; Oc, - ti5 4 gm LIVING ROOM 1'z GYF 5' vc � e�c, sati s c, I zxa :c 3/4" TA6 FLY n 8 OL " INSLLATION 2x10 DOx - a SEE 11 s�o LCKrt IG I/z" cmc PLY a -AIL .1 Ij' I Lf.TWEF.l•! JSTS HIGH INSULATION - F9) 2x6: GIRPFF<. !tLYCT.^ TYPICAL BASEMENT Siff 6iR..fF 2 ' 1 ''ADJJST KNEE WALLS AND FOLt VATION FOR FINISHED I/Y" STEEL „(I GRADE AS, REQUIRID FILLFP w/ LT rri ___I I<. o .A , . - 1xb PLATES • �.ea��,. 1 .,aN.. sLAe N� ��op q I F�16RADE (�) 2xlo Q fa z 2xb P. SLL 2 12 FLY y O -,` `, •_:L v'^L rr.,L Frh W/ `SLL SEALER ()FLLPRS N .. 1.- : :�'.! ® a'-�.. o� • ��,���,� ��• _W rE�z AILFOR a'W- N --- -- -.. OVER 5-6- n SECTION L�ii SCALE: I I/2_=1.d. ; _� 1•,;SLLl r,/ SEALER . A /A" T+6 CtLIEP AND NAILED LAP isr6 OrLR bVIC :; -r 2X9 ,1p5T5 ® Ib" OG DROP T.O.vy, � 2x8 P T. COx r£ADER 41rD'® . c Ilk A PT SLL W/ SEALER •..:��'`-�_. DETAIL A GG1rrlNI0LP R06C VENT (�I 14Ce4FWR �OI�NDATION 2XV GGiJrINU0U5 ROC£ ASPrVLT 5rIIN6lE5 "�-Rm"cCL 6 iEl F DETAIL fJ .. w.vi 1/2" PLY 5t£ATHIN6 2%8 RAFTERS ® lb" OG. ?..••'`r,'. j 5 17ETAIL (9) 2XI0 WRAPf�c W `F 2X6 CEL J5TS 9/A'" STRAPPAJG (2) 24 PLATE 2XI0 2'-A.. 1/2. GYP DD TYPICAL .TYPIOAt EXTERIOR Sft*ES TO MAT6H 1=xI5TltO 60*40 "1 AM POST!, IST ti`LOOR n / 1/2o F VALFJl - r a .... 1/2.. GYP DD i. A �` - \ INTERIOR PARTITIONS 4 2u STLDS ® IL".Olr.: 4 1/2-6 P OD r, ; \ Dorm 5DE5 TOW1 510E VT). c PLY g AL FLA iNC SL FLOOR t SE EEN G c-lo A WOOD � AR e'-Id 2X8 ® /A" TS6 PLY SHOE A— GIRe (2) 2Xk "IEAP_-R 'u OG. INSUATON { RAILWV (�) 2X10 R W/(O.DTOy(�pFOAM sj ' n RJS�ASY�ON SEE JOIST ANGERS SOL `Ir \ DETWffiJ CETi41L A 2xla (71RDER CEYOND TYPICAL w SEE &RDER DETA L AD.1�T 'KtvEE WALLS 3� AND FOUJDATION FOR FINi5f1ED . ? x', STEEL GA * GRADE AS REQIARED. 2X12 STRINGERS' FLIED W/ LT Wi COtJG �: F ._ .. BASEMENT sY M S GO 1PAGrED GONG StAD 2x6 pV,i e A y GRAVEL t�p� �p 24 PT. SILL �• I W/ SILL DER Fil1F -'`' GONTINU�JS GGiJC GONG GGL FTG -� FO�IN6 N ic,, R DOLTS // t� P•1EliDE}Z' �ETAL � r \/i ! FOR OPNE S STA1R' T i2-o OvSt s'�-b" 12-.�' a. SCALE 1 V2..el.d.. ION A—A U ALE ;/2 =10' —1r •c.:;'". fFl�.1 L' Ir is I ROGT ADDITION I I LLOFT/ATTICDEPROAA tl ti --- ------ ;r ui ROOT A-P r-.PRJOR W. 5E1.CW FLOOR EXISTING ro.cor+srFaer�ora C7 SGOL.E' I/4'- 1'-0' -_.- RD.�O.:L O •'. . A . a CL Xcu EXISTING RIC�IIT SI�ELEVATION SCALE: 1 g , a� WINDOW SCHEDULE Ngrils I aryL r 1 ' Nye aASeve„- A 1,6 .ab 2b !. cPa0.CaE i♦ 5-A 1/2 WALLS 54 AAt aDrlb . + D1M11-10N L IGN !CD Jv TOr< slrE fJ �9 GONPIToJS i yMZry AerL�'L SM`6 7 1 a DOOR SCHEDULE � �a ' I / I I 3Ia orb ,� I i �ONrrIJ„rG)I5 I I i I x x -b nablkm 4 L y J I I u X D" GOw- rOt,-T:N& 1 t %-d X i-b" 'Y-2 x'r-b I WERW t 2 y• I 1 1 i x x -0 -a I z `—i i• bA� 1v1ENl s z e -a z s to w aD 2 8 ' ♦ �M(,1cE K-ARM. I •• I x i-0^ -0 I K I HTMOR P M 1. 1 , 7 -2 VV x IF-0 Vrp(TtRIOR I `C I I ® �4':i.�k: SLAD ! i I TOTAL 1 I II :A STEP A-5 STEP r1 11TIGN /� ( I 21'-d , ..^;:K "IN15•'EC SI.JFL � 1 � 1'-J i/1'- a� 'O 1 FZell,4RE..Pr'a ., 1 I GaTIrrK.q¢ v G OrJG WILL t I DELOW 5EE PETAL A SnEET Ali I I I A ,. EX5t.N6 1 LL♦fTlt•4�f IC" WA1. W/ 51K!Ll 1 I I r 14 © AFTVMI �. roLjJ pAT'ON I 1 - ------------ - b I I-1J ' ' G s' f u 71 FanvArlcr, ,�IrIaN . m vERre LEvEL:cr Ex15rPo6 1 FLOOR c, RELArION TO AGGYTIC �� ! 5(TTINS RD'TA Z De^-Vr SErtw6 rucArla. I Q Cxr5rwE rLOOR AnD re 16rfX, FLOOR LN APPITI 4. 'A.- DE r LEVrL . DROPPED 115- O HEADER I I Z o I- I a s-a----�-4•-�' � Z KIrGF1EN LeCPtlx A Q . ON 1 Prrcn Fa O li " GIRD AXA POSTS - F- . l IVIN[y {Zpotv1 I s'-w s-d I s-2 G W o EX15TINO Haylf- - 7 73 o y Micaho. a Pond \Yso . s `OCv J°ah N/F Arthur .•' a K.Marne ' e . N 770 �� HI 14 30 E 214.78' aa' rN s° z _mac_ ''' .'• EXIST. REMO / / / �v MN �� N� tiv ! Y'• i• ••. p SHIf►O SYSTIMn^7115T. SEPTIC •e r.; ;' CONNECT 17 N HOUSE. gg XIST, A SEPTIC TANKER TO PROP. CL I N/F E/eon 0 / (Q" / o �� m ' roe ° LOCUS PLAN IL 6 r SHED -n o Scale : I 2000't NcCCT0\OV _ _ J J D-00 �•v / f / /� I F��� Rpg4 R N w TA x 04�+.. oQ / , 70 o Assessors Parce�47 cr,s� nQ / / 0Qb \ to AS , o � rr �. Zoning:RC P M,NW" �'/M v z / / / oa•a g� `gyp,, �o Setbacks:Front 20� / / ���� _ N/F � � � 4' � r z / o F �' Side 10 Dov/d L.Gallagher -� ,• I �c�° / Rear 10' �z r / / / /oc►` l � ��/ � Overlay District:WP PROPpgLsp /ADD1T10 � / N /. hoc / �p Lot Area:0.66 Ac 34 CL 6_4 NO oQ 19 f 1 e� e / /OF S73020'00"W 279.81' - mrn r P.,0(Z07\ °QC 5i= N/F David Fi/zsimons& �. `3 - i . Paula Brophy EL.40.5 1��2.C'S' t✓"G `"tip r..� / .(0P v� F.G. -L37,5 EL.38.p PLAN VIEW —� EXIST. G.RA IR' Scale : 1 ��= 20' F71 1-liACH1NCr RETA1N1nlG eLLI CNANIOER G� WA%-L(T\fP.) Zlk C +F SECTION A—A NQTES _g1 T.N. �LEv, 39•0 �, �-rel� „c I.Water Supply Lot is Municipal Water. �` u�t1 Not t0 Scale 2 Location of Utilities Shown on This Plan Areb ORGANIL MATERIAL ?4/33 q Approx. 1�� CPYi� At Least 72 Hours Prior to Any Excavation ForThis BRN. CoARS% SAND , _P Project The Contractor Shall Make The Required _ to Y R 5/3 Notification to Dig Safe(1-800-322-4844) 11 STRONG RRN. COARSEs� ,`•gly r 3 The Contractor is Required to Secure Appropriate BI SAND -7.5'v9, s/G Permits From Town Agencies For Construction ' 30' F.G. 38.2 6RN15H YEL COARSE F.G 37.5 Defined by This Plan. „ E2- SAND IOYR 6/L 4. Install Risers as Requiredto Within 12!•of 4y LT. YEL'I S N 139,r► Finished Grade. ,, C CONRge SANG 101P, �1y 36.2 35.2 130 5.All Structures Buried Four Feet or More or Subject' TcsT HOLE 'B*f s.e. I500 Gallon Top EL 36.2 z. 36.0 Septic Tank 35.8 Bat.El.33.2 to Vehicular Traffic to be H-20 Loading. pl oi9/o1 35.6 35.4 6 Septic System tobelnsfolledin Accordance With N R D TE E. o GOUNWA. RNC� N UTER Directions: from Hyannis take q t� ��;•.-; Tom:: 5.0' 310 CMR 15.00 Latest Revision And The Town of Route 28 towards Osterville• Left Bedding as Bottom of Test Hole Barnstable Board of Health Regulations Per Title 5 Elev. 28.2 T All Piping to be Sch. 40 PVC. onto Five CornerS Road and continue straight onto Bumps River DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Road and then straight on Pond Not taScale Street; Take a left onto Tower Hill Road and house is on the left #256 DESIGN DATA Single Family-2 Bedroom Minimum Design —finish Graila With no Garbage Grinder Daily Flow=110 x 3 = 330 GPD F11Mr eo�cc+�e Fln — Septic Tank:330 GPD x 200%=660 GPD Fabric. Use a 1500 Gallon Septic Tank SITE PLAN •^' 1,6-V2• LEACHING AREA P►a S Ile PROPOSED ADDITION &A 330 GPD/0.74=446�SF Required Leaching Sidewall =2(12+25)2=148S.F SEPTIC SYSTEM UPGRADE N Chamber 3w4Ia 11/2 Bottom Area= 12 x25 = 300 S.F. AT stone 448 S.F.Total Provided .,t I I_ LEACHING CHAMBER DESIGN 256 TOWER HILL ROAD Al Pipes to be Schedule40. Use OSTERVILLE , MASS. 2-500 Gal.Leaching Chambers ina TO SCALE I2�x 25�Washed Stone Field as Shown FOR CROSS SECTION OF CHAMBER ELVIN H. PRIEST SCALE: AS SHOWN DATE: DEC. 29, 2000 Revision Add test hole information Date:01/0812001 SULLIVAN ENGINEERING INC. OSTERVILLE, MASS.