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HomeMy WebLinkAbout0678 SANTUIT-NEWTOWN ROAD - Health lr 378 Santuit-Newtown 'Road Marstons Mills --- - - f 'A 028 012 �r r I�'A1N`T'v' r- TOWN OF BARNSTABLE LOCATION /����/per'^ SEWAGE # ' / ASSESSOR'S MAP &LOT VII,LAGE �7�e sZ J /�/�/J INSTALLER'S NAME&PHONE NO. 3/ HC1 GG..14 /U-- - 'W-552-4 SEPTIC TANK CAPACITY /dODa o LEACHING FACILITY: (type) (size) NO.OF BEDROOMS e---, BUILDER OR O� PL4 %No. ` PERMTTDATE:- '! -0"©3 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.ezist 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 ' if-I �a - yl6 g 1 a _ 3 No. Fee�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication fo �15at *p!tem Qfan. ruction Permit Application for a Permit to Construct )Repair(I JUp rade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6-47 Cc.,,/0 ev„ few Owner's Name,Address and Tel.No. 117 M 2 STOAJ fv �?e6• � 7'0�I y/ Assessor's Map/Parcel d a /a �A) Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Sti o° -8,vice Ha,ca.//;sicr Sog -off.. Gbz-/c 4sroc,41-- 8'> ea,._) ST' S`oZ Q �°- 3o a 5-95- O>Ten%Ztic 6Jei7- Type of Building: i9 Gees Dw No.of Bedrooms Lot Size l's� stet. Garbage Grinder(-vo) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow © gallons per day. Calculated daily flow gallons. Plan Date Au G.3 0 J aoc 3 Number of sheets Revision Date Title Size of Septic Tank //OQO 641 5EX(57�.rl4g Type of S.A.S. 500 G&[- ,A- C -e r u y Description of Soil ® '� = kRM 4, ov`Tsl®�mY�.�iv� /4'3a 4z �sr�s.Bn 30�— S/`? Yc�� s 1, Ce�►�re s, �'� / C� Ca9-iedAo 4,tf/,S'ra9.e/ Nature of Repairs or Alterations(Answer when applicable) Ls'Te /Ic.� pal Lx A-•7o 02. 5004� in '9 o?5-, ( o `/o` eb ( �f`o¢/��1`` 8%Uhe �•v�n� c�An, e� 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 issuad by this Bo d of Signed Date s 7 -a3 Application Approved by Date -1 7-0 7 Application Disapproved for the following reasons Permit No. 06 o 7 .YT15K Date Issued °I—1 7_0 7 ,r - I No o o 3- q S� Fee fair) • '' ..-. � yy Entered in compute / . , ;'THE COMMONWEALTHIOF MASSACHUSETTS r: ✓ - A Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpofication fo ; sat *p�mem Congmruction Permit Application for a Permit to Construct( )Repairt(kl�Up rade( )Abandon( ) ❑Complete System ❑Individual Components 4 ` Location Address or Lot No. � Pc e t�c,., 2r✓ Owner's Name,Address and Tel.No. Assessor's Map/Parcel V — �. Installer's Name,Address,and Tel.No. _ I Designer's Name,Address and Tel.No. ��(,I�cLcr_//"5/r­ j(;rta ��. /P /dfloC..alt- r_ r Type of Building: Dwelling No.of Bedrooms Lot Size �• sq-€t. Garbage Grinder(vo) Ot�ierF— Type o Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2 n gallons per day. Calculattedidaily flow gallons. Plan Date la r . 'o 7 oc 3 Number of sheets : Revision Date Title r 1; Size of Septic Tank 11600 Coil. (_ x r 5 7-,�✓6 � � Type of S.A.S. Sup �'�/ Pr;u c 4; Description of Soil Q '-���= li� j,77 r.�,/�onTs � -ir - �v:i ,,. S �✓.4/, �i"- 3o Co,a 3o ti. Il ,ciA c� Nature of Repairs or Alterations(Answer whenjapplicable) °,ts%-,lf /t ys%. x ;;t r� w SUu�df t:-�,..,t ,:r ,-7 �� '� �.� /Uri �e � l �/iG , �f} �/�-!t '1 '• � .,� CF-li.7ii,,-P) � l . 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 issue by this Bold of H . Signed c Date 3 Application Approved by s. Date -! 7-0 7 Application Disapproved for e following reasons Permit No. _Q z — Date Issued 9 l 7-U 7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compfiance- THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( ) Repaired( 4-7Upgraded( ) Abandoned( )by _5No• /�c C,,,,. at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. bo?- I/S/1 dated I_/ ; -o 3 Installer L./t7c c�c_/�T� Designer So -1 ; The issuance of this permit s al not be construed as a guarantee that the system t 1i �s d t ,e . _Date - !� / 0 Inspector ✓ l s ' No. t l o 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS 'Wi!5Poga1 *pg;tem Con!truction Permit Permission is hereby granted to Construct( )Repair Kupgrade( )Abandon( ) System located at f, i`i` /c°w f C, ,„ 4 o 1 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. Provided: Construction must be completed within three years of the date of thi erm t. r Date: — ) Approved bye. �J i TOWN OF BARNSTABLE /�1°- LOCATION 1'(9 '/0C', A// SEWAGE #�Q ~ 7 VILLAGE ��A�P S%a J /�/�� ASSESSOR'S MAP & LOT 0� INSTALLER'S NAME&PHONE>NO. f�, HCt GCS.//,':/, iz -5nz-q SEPTIC TANK CAPACITY LEACHING FACILITY: (type) o� !�:XG (size) NO.OF BEDROOMS BUILDER OR6-W—N-E—R-) `^!w' /,66XV/ PERMTTDATE: 9'0-03 COMPLIANCE DATE: toL( lc 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 t - `> Pr � 9 �� -396 �3 41 , gq 31 } 4 V 3 # 4-q' 11'-�• 2'-6� 6'-� NOTE. I 28M 2432 WINDOW D�L►IXM ARE 2-4 ANDERSEN VU ND0145. I I i CONTRACTOR WALL VERIFY 1 T I LOCATICINS•DWMENWONS PRIOR I TO WINDOW OPMER:6 INSTALLATION o II $Q BAT14 KITGREN I I W. 0. New NA,- n Ii I1REF. �p IIso 2=0 20'-10 3/4' I( a 3'-9' S'-10 1/2' HALL EXI9TN4 WALL 0 i m ' TA1 -- o j 24 z r II o F (� s WALK-tit I I I p� BEDROOM t>k2 BEDROOM #3 �ift8 1 FIRST FLOOR PLAN I SCALE: 1/4' V-0' II 11 20M 20M Z F—— '8 XA +GOWG WAtt t —— ——— T I NW,CONTINUOUS FOOTING FOUNDATION WINDOW V TE ACCEM Z IOR vB1T :a AAflOSTWo Q . I y I A FOUNDATION KNOCK I >_ T-0' 7'-0' 16' Q I " 'I PPKT J L_ z Q 3 ter VIA.ST N COUMI o O QJ- I * ' 3&jSG%12' E PAD 3 I ( CRAWL 5PAGE F-xtsTiNG Fou NDAT-IM P i I i5 I VA OR BARRIPR . co I � � IFOUNDATION WINDOW rOR VENT b I a SWEET o II LLr�- II ----r; FOUNDATION PLAN L A2 SCALE: 114 - V-0--------------- -K)B: 0324 DRAWN BY- KW t DATE: 9/1/03 SD/G S 72FST R,5 SUNS Fh/, FLDoR EL - SEWA G E sYSTENI PROF/L E D" �L.7,9, T A Lo�►M SvR 3/2_ W/Roo Ts 6 " �B Lo Al y S YR `/9- �; a F/N. G JeslD E � AV AI, SLOPE OF 2 70 _� � . SAN.d _ b"IMA11, 9"MIN, w t /l " FL. 78.6 36"MAX. D/.ST.BOX W/L"SUMP 6"MAX• 9"MIN C COARTCrn /Z"M/�t/./NNE,e/►1�ASURE /NV• 7.IS 3 G"MAX• / s.9wD 7.5 YK 8/�scN. 4o v COVER of /4 %a'' .SToNE "P C4 5 c �_ RY H. O yl1/D LEyEL 4 PVC ¢ RS ScH, ,¢,p PVC \y �, GR.gVE�Y � /NV, z. COARSE 7-s yR /z d /NV. INV, IN SANd 78 34 '78•l4 77,89 T7.+7 -77 30 �¢"- !%2" 3/¢_fX2 WASHED 6"geD of STONE (2) 500 GAL. C14AMecRs sroNE 2 EFF b PT)4 CRUSNPD oo ° o � a a c; a s n o oa o ARSE 0o n o CD STONC- C-k/ST/NG 12 DOO GAL. PRECAST 9'--�{< ----• ¢'/p" -�� %DYN 814 C01VC9FTE SEPTIC "7-•qn/K. 12' 16" S0IL5 ABSoRTI oN 5Y5 rCrM G2AVEL_ �L. 69•o BOTTONt of TEST PIT G 9.0 6',eo41NDwA7�R. NOT En/COc/NTc-/2E.o SOILS 7Z;57- 0,17e : 8-27-03 EXCAVATOR r NORTI45/d E 670/44.S OVAL 4/•9 TD1? : JoN/v DOYL1= PERC. RATE < 2 All". PEEP INCH PERC, .DEPTH: /8 SOIL s 7�.X T(19AG CLASS: ONE 25 � , WA3NEA , STONE Q. , 4' TW O 500 G, CH AMBERS 4 • ¢' WASNE75 STONE ' . 6' FAD PLAN VICW FAD. AssEssoRs A4AP 2 A PARC4 L /Z Rp P r^�tGGS ScNoo� S�, \ O SEWA45E SYSTEM DES,G 1Q CALCULATIONS \ !, AE5I6N .DAILY FLOW ' �^ " -• - - 3 BED X ROOMS I/b GPD - 33D GPD -7 2, REQUIRES iB5o1RPT/o/�l OC AREA • �oP � 330 GPD — O. 7-f• G�sF/DAY - G 3, USE -i 1ti/O(2)$00 6AL• /PRECAST CONC. LEACH �� WAKF BY RDAD b CHAMBERS W/Tl-) 4'OG WAShEeb STONE AIPOUW.0. w q � P/POPOSE.d ,' Q �-. ABsoRPT/oN ARE.9 PieoViS/On/- �� � �/ 6;2• � , ', �� � ,80T7DIy= /2.83 X 23 = 3 2 O S:F S/DES- �Z�:GG �-So�X 2 = /5/ S.F �� 7e. TbTAL .4R A wq •� 2 /1, Pf//PCEL'• /v70 /Z �� BM•:RK•ND„3 R'`SF.py �\ \ � y ;' % � `. '. ` ` ` / 57 AC.PES-- - - ---- - -- 7� h vy EL,77.70 �V��' PRoPosP� BO g '• - - Lo�Lrs MAP • \\��'9Y \ Ir� EX/STD i FX/ST//VG ,' ` ,` , ' ` - - '/ODO O.7,,9N LEACH P/T � `% ti� I AA1P SEWAGE PLAN • Zv 00 ry0 98 - - --'- -------- - r tH OF `� � I �EG/N.q 7014Y.4 yql JOKIR '' S.'�' _ '_ •`• •- .-- - l ,8c �y�c� P. ��VN Of MgSs� SHOW/NG 7t/E 'Pj40POSED A.d A/T/DN DOYLE,111 -'. �� o' 82 84 - 8`,,• '-ss g ,I'ti ! - - • IL No.3351 9 " g L I � % _ -, .N EBERMAN� o ' f1Nlp SEWf1 G E SyST�I�J U/�GRAl�E 3 a- _g8 lgN�CJSTER �- ENO. ,39710 _ H G78 /V�LVTDu/N ROAD SURD 9 A. 4t SiONAs ARJVST s 'h ✓003 • - o SCAGE / 40 AvG UST 3Z>� 2d 3 IS(oTE: SOL/p CoNToc/RS ARE P/�oPOSE.O . S� g8 ✓. DDYGE A5SOC/•gTES .5108- S63 - /9 94 P.0.,8OXS95 WEs-r Fw_t4ac/TH 02574