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HomeMy WebLinkAbout0102 IYANNOUGH ROAD/RTE 28 - Health 102 Iyannough Road Hyannis A = 328 — 152 — OOF C 0 TOWN OF BARNSTABLE LOCATION i0Z =,YANNOc)4i9 {1L SEWAGE# 20I9 y69 VILLAGE ASSESSOR'S MAP&PARCEL 3Z$- 1-:52—Q7N INSTALLER'S NAME&PHONE NO. _ g Exc g y -A;oA SEPTIC TANK CAPACITY /000 LEACHING FACILITY: (type) SOO ga-) Ll c (I1 (size) BZ x 11, x �. NO.OF BEDROOMS d OWNER ZMNO t/ PERMIT DATE: l<j COMPLIANCE DATE: Ulanll 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 a A►- 3Z 13 A3, 33,9�� b 133,33#6#0 TOWN OF B IAIABLE LOCATION �ea SEWAGE#VILLAGE ASSESSOR'S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ��C r rcAAV-- SrDK Q!i14 yID 6� SEPTIC TANK CAPACITY p LEACHING FACILITY: (type) NO.OF BEDROOMS OWNER PERMIT DATE: Q / (� 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 piEdge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet .3 FURNISHED BY 1 S. f. Y ZIP` V J O .r-'- A_ 3— 4g. S ' a- JIA- A- 6 -6� 1 JI Q • •� �e� 3— � —53.3 z--56.10 � ' 3 Sn•q q5,6 7e /O�tyvNo h l�c �nnlS 3Soo: r ,25ooSj 44AItS y TOWN'OF BARNSTABLE / �CJ%_,ATJ,ON^ t! SEWAGE# .VILLAGE A SESSOR'S MAP&PARCEL 3a�-IDS- Imo INSTALLERS NAME&PHONE`NO. /"nn _ J�r_. �7• - �c SEPTIC TANK CAPACITY 3,500 LEACHING FACILITY:(type) 0 5",! L;C. (size) /,R 7 iK l,3',,C a ' NO.OF BEDROOMS OWNER :s. Px 6 AIA Z 1 rt1O V PERMIT DATE: ,51A G 1!1 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) 41-A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY j bl A Al — . A A— 2- 3 A 3 L4 S 4— , s t 3 Q- z - 56. io • 0- '4 564 G C � !o� TyaNAJOU h yMM,' 3s00:5 a5oo $,J. Tomes . l Fee %V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS appUration for Misposal *pstem Construrtion 3permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) El Complete System Individual Components Location Address or Lot No.JOZ z VA n/N Oug Owner's Name,Address,and Tel.No.s R EtJA 2 j not/ ° .o Assessor'sMap/Parcel 328 - ISZri) "GtnntS' Installer's Name,Address,and Tel.No. ,Q Jv Xc'o1V,0.I;o A Designer's Name,Address,and Tel.No.ECp-''rcc lN'fc�zrry Grp ForesldQlc y']7.OG53 JSS Gcor9c R4o(cr Rol "-.4�10 0-1 9q Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 110 gpd Design flow provided ZZLl gpd Plan Date July Zs. zo%3 Number of sheets Revision Date Title Size of Septic Tank J 000 qQ,) Type of S.A.S. �-Op pQ , LlC Description of Soil Nature of Repairs or Alterations(Answer when applicable) =/1S4631oA o �1 2d p BOX - I- Soo 9vx.] 20 !Jc- 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 Certificate of Compliance has been issued by this Board of Health. , ca Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued Fee ) No.1 r l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye f _ • ftplitation for Disposa 6pstent Construction Permit - Application for a Permit to Construct( ) Repair( )o00Upgrade,( ) Abandon( ) ❑Complete System �Zdual Components Location Address or Lot No.1 p Z_TVA p/N OL!q K ►R-�. Owner's Name,Address,and Tel.No.=R,N/; i n o v o J 0„Z 2r YA"-o"j°U 9,t, Pck Map/Parcel 328 - t5Z'rVOLAn tS Installer's Name,Address,and Tel.No. ,� Xca Val io A Designer's Name,Address,and Tel.No., GO,-r- c I�)T<aSzrr� Grp Foresida.lc �"17� OGS3 (5.3 Gc�r9c R4�cr Rod cE.o.-I 1��.✓� a Type of Building: , Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /►O gpd Design flow provided 'Z7 y gpd Plan Date = 41 R zQ 13 Number of sheets 'Z Revision Date ., Title Size of Septic Tank Type of S.A.S. t �c Description of Soil 'S Nature of Repairs or Alterations(Answer when applicable) 3 �a ���i!Z 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 Certificate of Compliance has been issued by this Board of Health. . , 4 . $,igrred r Date Application Approved by Date Application Disapproved by ! Date. for the following reasons Permit No. Q�q �� 9 Date Issued -------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by y c,-A at Tn? 2�J/1,v,�ny� L. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N,gb/ dated 1191--gS/l/ Installer rxca:klo,-% ;n N Designer (rs--rg:r #bedrooms ` Approved design flow gpd The issuance of this permiU�shall not be construed as a guarantee that the system will rtctio as desig d. Date��' 2 Inspector ( �� -____________ _____________ _-_-______________-----_ _-___ ____ ---____________ _.____ No _ - . - , - Fee THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at_�2, t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must Pe completed within three years of the date of this pe' it. Date ��j L� l 9 Approved by Town of Barnstable Regulatory Services p tHE T Thomas F.:Geiler, Director = BARNSTABLE, *MASS. Public Health r Division , 039. Thomas McKean, Director N) Co 200 Main Street, Hyannis, MA 02601 110 t� T. Office: 508-862-4644 Fax: 508=7.90-6304 Date: jO- 2__S )9 Sewage Permit# 201g - y09 Assessor's Map/Parcel 3 Z19 LL�Z_ lj� Installer. & Designer Certification Form Designer: Eco - TECH Installer: B-.A Exco�uo_A;or\ Address: 156 Gcorac &alcr RJ, Address: jy Tca.,�crry LN Cho-4Na. n MA oZ663 F-or,-si x-ic On 10-2 y- l 9 B 46 EXca Q u_A t o r . was issued a permit to install a (date) (installer) septic system at JQZ :tYAtjnQou!9k PA based on a design drawn by (address) - - _DaaL2'jol. CoL)ahanowr_ dated Mg&A 28, Z013 (designer) I certify that.the septic-system referenced above was installed substantially according to the design, which may, nclude.minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 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 Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. oFM9ss� DAVID �y (Installer's Si. at re) 8' MASON y No.1066 0 sQ�ST0' (Desi s Signature) (Affix D p 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. gAoffice forms\designercertification form.doc VARIANCE REQUESTED YARMOUTH: MA • BARNSTABLE 208.94 ft MUNICIPAL ON MAY BE GRANTED IMMEDIATELY BY HEALTH AGENT OR HEALTH INSPECTOR. AIRPORT JEFFER 310 CMR 15.221(7) — COMPONENT DEPTH — ' ° AVE TO FINISH GRADE. 36 in MAX REQUIRED — 208.94 ft PORTION Q VARIANCE TO 60 in OF COVER REQUESTED. DEPICTED r\ p' m —1 v _ S a.x pToN WVEHIN L� � � 1 1 A_ pp OSTABLE Q GIS DAIS —U 1.. . . .- RO ; NOT ELEVATION 1 r,, SCE 2g • 23.25 y AREA = 65963 sf+— I W OD Ln ao P� N \V��P GARB N O UC'h !) 1 INSTALLER MAY MOVE SOIL AIL IN �P G R PLAN BOOK 355 PAGE 79 oqo w 1 ABSORPTION SYSTEM UP TO FIVE l5J FEET LATERALLY IN OWED ASSR MAP 328 PCLl52-N off " pr ANY DIRECTION. ELEVATIONS SPECIFIED ON FLOW PROFILE MUST BE MAINTAINED. 1 1 22 ffSETA ONENTS 22 GMINIMALRADING 'T O i PROPOSED N BOXYA = 180.31 ft0YAn NOGH Io�Oo f� �VaV LJ G�OoqD Mp PROPOSED SOIL VENT PIPE \ HOUSE ABSORPTION 2 l SYSTEM s' �— _ON SEPARATE 1 1 SEPTIC SYSTEM M II§L§T§EeSS —SEE DETAIL 1 23 / WATER LINE e ON BACK 25 ft ° GAS LINE OVERHEAD WIRE OH e — c) � UTILITY POLE EXISTING SOIL �* . ABSRPTION THIS IS A SYSTEM t\_)T1 /v 1 — TO BE O O (D T- ` �s®L®R ABANDONED �IYG® Qu z- Q Z PLAN 1 IN PLACE. '" $, O C� .-- s4I ��N OFMgSs� ��N OF bigSSC USE COLOR PLAN ONLY ® + Z �` �P qy �P DAVID 9tiG k. aMa '� G .�`ar'T a4 � 3 � � t ^,w DAVID a o FOR INSTALLATION ��"', ¢. � � ��,� <� � � � ,,, � �, ,, D. D. �r FULL DETAIL IS BEST M COUGHANOWR COUGHANOWR N FULLVIEWED IN A.,.yi�r��ee E COLOR .,,,aD+,„�,G'E Ev r r��"§';"av`.�^'".,,;*i;*r,+:;�s?.ue'§, t" a.�A,.:,.,,..�..,��... `r`,a�",r,, a° «°. .".Md��,+h.t,,�;.r 1 a�,�,w..r'.:,:":�..s"w°" ,,,"I"���''r."�,;,.a.u.a,.�.."•-,'.\�`s,r�'«l^.i+4..,,.....;:,bTY`IN��p+n,«,�,a,,ti.,..'.....,,:,r,..>„,.���,r..:. r.ea'`.;�. UNIT. NII °��xy;�,.,.a,...".A'�rr„,*�;«:w.„e:r...,,„`.+]`tdw�•A�..r^ «.y°,�.T:v',.V.m,�.. hW t'."r�,'4as,.,k.-�e»(,,4 r A ,,r;;,;�°afrr^�b�^�z4T,&.,1,�.€n P ` ,. No. 1093 No. 461 R s RQ x tcrt ' cl ALU . t. sa' O ,+wa WE � ICTION wts w &. 4a w VED°+ ADR LIMIT WELLING'S " > ,„ Er O 1 ",, "�„as hW a a I�r..,,,�,�: � "' a+y�" A�'' e� TC �, BE ROO CITYr # r �x`'".�# • C THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM SHALL DED AT 1 I .. �w' g` Oa � ' - T r '' DEPICTED ON IT. FOR ANY. OTHER CHANGES TO THE PROPERTY INCLUDING S OUNTY n - - `- PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER TRY 5.�- � r� �.m A; }� �"°'" T� A" �, A '�"4 SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. La UK A nr D I W � m ; � �Go-: . � ' J�oT SEWAGE DISPOSAL /(/l� /ll//'��\AV���/ll ' SYSTEM PLAN SERVE UNIT 14 11 BEDRM APT.] n � a AN .. , u DMITRY AND SCALE: 1 in- = 20 ft °� � ,D v IRENA ZINOV O 20 40 1 G ��9S u O" � � � � ti� •• � OWNERLSI OF RECORD ©Ir X OoMUNBUMS 3� � w �o�` 102 IYANNOUGH RD _ p , - - o -. l0 20 TE SEPTIC SYSTEM , y UNIT 14, o EANNIS, MA I 155 Geo R der Rd S SS PRINT ON 11 x 17 In °a ON SEPARA Chothom, MA 02633 PAPER FOR PROPER SCALE Sol� � �w Do�ldcouCa tmoll.com DATE: DULY 28, 2013 t 508 364-0894.�---] ET Rs0 a PG. 1I 2 JOBS E-4396 - i am TUT Los . 59Ar OEMG CALCULATION* 1000 GALLON SEPTOCa ' TANK S0§L . AB ORPT9ONN SOIL EVALUATOR: DAVID D. COUGHANOWR. ASE #461 DESIGN FLOW: 1 BEDROOMS X 110 GPD = no GPD EXISTING UNIT DIMENSIONS. & . DETAIL S. S TE EMI. CONSTRUCTION DETAIL WITNESSED BY: DAVID STANTON, HEALTH DEPT. SEPTIC TANK: 110 GPD X 2 DAYS = 220 GALLONS TANK TO BE PUMPED DRY AT TIME OF INSTALLATION NO GROUNDWATER ENCOUNTERED AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL TEST PIT 1 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. DRYWELL SOUND STRUCTURAL CONDITION. IF NOT. INSTALL 16.0 ft ELEVATION DEPTH I SOIL USDA SOIL SOIL COLOR SOIL OTHER UNIT INCHES HORIZON TEXTURE IMUNSELU MOTTLES NEW 1500 GALLON SEPTIC TANK. REPLACE WITH A NEW 22.25 DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. ) (� ® 7500 GALLON TANK y " ' �Y 0-50 FILL ® IF CRACKED. ROTTED y 18.08 TAPER 50-138 C MED-CSE SAND 10 YR 6/4 NONE LOOSE SOIL ABSORBTION SYSTEM: OR OTHERWISE 10.75 THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE �� COMPROMISED. �. O TEST PIT 2 NO GROUNDWATER ENCOUNTERED SOIL WITH A PERCOLATION RATE BELOW 5 MINUTEST '--E, ( �" Ci PERC AT 72 in — 2 MIN/INCH IN C SOILS PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER THE 16 ft x 12 ft x 2 ft LEACHING GALLERY `; CO aMo 22 7S INCHES HORIZON TEXTURE IMUNSELU MOTTLES DEPICTED CAN LEACH: NOT STONE T 0-16 FILL BOTTOM AREA = (16 x 12) = 192 sq. ft. "� f TO 3:75 ft 8:5 ft 3.75 ft 16-30 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE SIDEWALL AREA = (16+16+12+12) x 2 = 112 sq. ft. r i . �, \� SCALE 30-52 Bw LOAMY SAND 10 YR 4/6 NONE FRIABLE 18.42 TOTAL AREA = 304 s ft. S 11.75 - 52-132 C MED-CSE SAND 10 YR 5/4 NONE LOOSE q -- \O 500 GALLON D R Y W EL L 8 D FLOW CAPACITY = 0.74 x 304 = 224.96 gal/dog ft-6 S & DE-TAIL L INSTALL ONE INSPECTION - -4 � � INSTALL A 16 ft x 12 ft x 2 ft GALLERY AS CONFIGURED in A IM ENSIO CD RISER TO WITHIN THREE BELOW. FLOW CAPACITY = 224.96 go ay WHICH EXCEEDS USE \ INCHES OF FINAL GRADE THE 110 gal/day REQUIRED FOR A ONE BEDROOM DESIGN. INLET OUTLET _ & INDICATE LOCATION COVER COVER ON -BUILT e -INSTALLER TO OBTAIN DISPOSAL WORKS o Q%� USE SHOREY 3 IN DROP NN PERMIT BEFORE STARTING WORK. DMTRWRO! U a�� �0 -3 120 -FLOW LINE ` 36 FROM 00� In -ALL COMPONENTS INSTALLED SHALL MEET DIMENSLONS' . PIPES EXITING. D-BOX TO RUN LEVEL ]O in 14 TO �k�D�; THE pDD� ., usE in D-BOX MASSAICHUSE TS OTI�TLEM5NSEP 0� AND DETAIL. . kFOR. 2 FEET BEFORE PITCHING DOWN BUILDING ,I _ __ ., , I� •�� RATED O CODE (310 CMR 15). 48 In _ -INSTALLER TO VERIFY LOCATIONS OF ALL GAS - GJ� UNIT UNDERGROUND UTILITIES BEFORE LIOUID 102 i £ T EXCAVATING FOR SYSTEM. �121 LEVEL BAFFLE n e�v� -ECO-TECH RAPID RESPONSE RECOMMENDS —� cc INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE THE INSTALLATION OF LOW FLOW s FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. EFIXTURES & APPLIANCES, AND PERIODIC FROM - b in STONE BASE lF NEw CROSS SECTION VIEW PUMPING OF THE SEPTIC TANK. N TANK v� TO SYSTEM IS NOT DESIGNED TO WITHSTAND O i n p ^ SAS SEPARATION BETWEEN INLET & OUTLET 2 in PEASTVEHONE 2 in PEASTONE DRIVE IULAR VEHICLEES DO OVER DO NOT SYSTEM�R 1 ) I � qqo TEES NO LESS THAN LIQUID DEPTH r� \� b in STONE BASE CROSS SECTION VIEW. 24 in \ 11 28 3/4 in TO EFFECTIVE 3/4 in T [26 CROSS SECTION VIEW ininGRAVEL 1-1/2 in GRAVEL n 45 in 58 in 45 in 148 in TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO 4 in BE SCH. 40 PVC VENT AND TO PITCH AT. 1/8 in/ft MIN I• EL = 22:99 +- b in OF - FINAL GRADE PIPE *� 23.0 Mu I]-�o O//O 5' USE _ MAX H 20 _. �u/ 19.00 RATED E�C�ST��1C� USE H-20 i, EXISTING 1000O G"ALLO�1 00 000 o a o00 00 0 n � ��pp g00000000°o o PRECAST000ag �E��I)� �G=�111�JI 20,75.+= 9.01 0�o°oo DRYWELL ooa�oo,n'1 18.:13 0 0000000 in EXISTING REFER TO DETAIL BOX STONE SO L o SO MIF TDON 18.30 BASE 18..00 SYSTEM —REFER TO EXISTING b in STONE BASE IF NEW 39 ft 5-12 ft DETAIL BOX . 16.00 NO GROUNDWATER LO BELOW MOTTLING OBSERVED _ 10.75 SEWAGE DISPOSAL SYSTEM PLAN 102 IYANNOUGH RD UNIT 14 HYANNIS, MA <JULY 28, 2013 ETE-4396 PG 2/2