Loading...
HomeMy WebLinkAbout0327 ELLIOTT ROAD - Health (2) y �t3 CL or77 i c r ti Ile, TOWN OF BARNSTABLE LOCATION 3� 7 Apgd SEWAGE# a a fI l VILLAGE y)4rV 'l ' ASSESSOR'S MAP&PARCEL Ja 7-0 7 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 'J o 0 C I4Am9S-x 5* (size) NO.OF BEDROOMS OWNER rl C t`l. ­ftZ/5,77 PERMIT DATE: COMPLIANCE—DATE: 62 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--V - -3 5, 5 z r I A 32-7 . �T Ez��Q Tr- eb I Nc. -L _ /�V y( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_j.- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLation for 30I8 08ar 6pstem Construction 3permit Application for a Permit to Construct( ) Repair( ,) Upgrade( ) Abandon( ) ❑Complete System E j k dividual Components Location Address or Lot No. 3 a�.'7 l tiff Owner's Name,ggddress,and Tel.No. L-e f r 4clj q e�v; `b ^�f t,�4v'�1- Ili p 4 L�o A sessor's Map/Parcel a C,,g y 0"q 7 Ins d r ame, d A`' el.No-Sge,3o�o f0ot 3 7 Designer's Name,Address,and Tel.Nfil SiE 0�1�Edf9� -o d Type of Building: , V ^ Q `Dwelling No.of Bedrooms .� Lot Size �/, `S�� sq.ft. Garbage Grinder('0� Other Type of Building , � J No.of Persons Showers( ) Cafeteria(. ) Other Fixtures _ Design Flow(min.required) ­33a gpd Design flow provided J�✓s"� gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S..1,44404'f ,A6 J� Description of Soil 51� Nature of Repairs or Alterations(Answer when applicable) 14N 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 H alth. Signed autL -� . Date Application Approved by Date -2 -Z Application Disapproved by Date -or the following reasons Permit No. .f d'1 r Date Issued ---------------------------------------------------------------------------------------------------------------------=----------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4 Rpplitation for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair,( ,.IUpgrrade( ) Abandon( ) ❑Complete System Qj dividual Component�"s, Location Address or Lot No. �� J �'p /& Owner's Name,Address,and Tel.No. L �'f j ,�e-i j �" �' Assessors Map/Parcel 3 a 0 r� � e h Ze /, /Y },y Instalierts ame,Address,and3Tel.No. C�3( a f Designer's Name,Address,and Tel.No. y C/�Pl C'�lJ At't7A4r.5 re�,1.5"64 �r/� �4. /Jpp,�J� _ , e`�'-..! 1 _ 'l� k. o 13-.( I ..e l�••. �G t- '' L'.: Type of Building: -� Dwelling No.of Bedrooms 3 Lot Size /, sq.ft. Garbage Grinder(1) Other Type of Building jA,.,•,S j No.of Persons Showers( ) Cafeteria( OtherFixtures Design Flow(min.required) S30 gpd Design flow provided J�,_ . IF-9 gpd Plan Date Number of sheets Revision Date Title i Size of Septic Tank Type of S.A.S.. :ewcw&."Ou C,./� �� �b t'� L••�t,2 �; A Description of Soil Nature of Repairs or Alterations(Answer when applicable) ��!( ; ,� -/) A, f W b (N I 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. Signed � !/\Q,t.t.�.a...�---,_ (j� �` Date �- Application Approved by (J_,� Ea n ,( Date Application Disapproved by Date for the following,reasons I It a. Permit No. ?d 014/ Date Issued ------------- 4 � ' 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 r WS 0J f-oYkt r j Co,1 0 at N 11(y � ' _c�q . ( e� �✓ {�a rlias been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. )011 -0�(1 dated Installer Ejj i7 67 0 1�is (_G/i Designer <k,4-e�Si r' E nx;hf1( )-( #bedrooms 121S Approved-design—flow .Q Q gpd The issuance of this permit shall not ff be construed as a guarantee that the system will function as designed. Date - t l - Inspector �. No. 2 o)-1 Fee / lJ THE COMMONWEALTH OF MASSACHUSETTS � .r PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal :�Ppstem Construction Vermit. Permission is hereby granted to Construct( ) Repair(►.�) Upgrade( ) Abandon( ) System located at �� 1511 01 t 12O'F f✓�, (190 l-l/d i- 6,n 6; J / and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply w:th Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Z /,P�1 r' Approved by ( .�. .t(U Town of Barnstable' .. Regulatory.Services Q► nomas F Geiier,Director. Public Health D71 ivision Thomas;McKean,Directory 200�Maim Street, Hyannis,A'tA Gm1 O$ice 6 -9614644 Fait 508=790-6304 Dater 02/08l2022 Sew e=Permit# 2022-04'i A tsar's 11%IapiParcel Z271i3?.. Installer&Ooigaer Certtfcetion Form Designer: SweetserIZgm�ern9 Installer• Eats Brothers Construcfion E Address. R Q:Box 713 Address. 23 Enterprise Road. ._` South'Denrtis;MA 026fi0 YarmouEh Port,MA Q675 On Elt s Brothers Construcfion was issued a permit;to instail a .(dated (installer) septic:system at 327 EIIiott Road,Centerv�i(e _. 1;ased:on a design drawn by (address) Sweetser Engineering dated lofmv (,esigner�: I.certify that the septic system re fenced above was..:installed substantially according�tn e design; which n2ay iaclu a minor approNed,changes such as lateraf olocation of the dlstributron;fox and/or septic tank. tpout (rf requued) was inspectrrd and.fhe soils were:found satisfactory. I c rti y tliai#be.septic system referenced above was installed with mayor charges (l:e greater. an 0' lat+eial relocation oftthe SAS or any ve cat relocation of any component of the sepfie system}but in accordance wrth State&Irocal Regulations Plan revision or corn as bruit 6y designer to follow. Strspout t requrr w ectezl and the soils were found satisfactory t -r y 'AA _2y staIler' . ' afar ` U, W,ly=+ 97�3 • r (Aff ;D (Designer's ign e) esign pe ,` in Here PI.F.ASE RE3'DRN TO.BARNSTABIE PUBLIC-HEALTH DSION. CERTIIICATE OF COMFLiANCE �I:L-NOT. BE- SSUED UNTIEL-_OTH THIS FO1iM AND AS= BUILT CARD ARE.RE MWEDBY THE:BARNSTABI E PUBLIC HEALTH DIVISION THANK YOII. c{iloffice fomsWengnerce�ti5cation foen38oc � g 4,00 t CO r f 6 , • Ad. q` \AA r t f • e Af 7. 4S AV - , • •' Q ry i . I I. HNCHMARK SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE 10 FT. MINIMUM FROM SLAB DATE OF SO-IL TEST JANUARYn 2C9� >02,2 ELEV. = 1�0_ 10 FT. MINIMUM CLEAN SAND SOIL TEST DONE BY SWEET S2 N a aRING (ASSUMED} CONCRETE INSPECTION PORT WITNESSED BY �, STAN?ON P#21-_�p COVERS LOAM AND SEED �p HOLE y ,• 4" SCHEDULE 40 PVC PIPE 2" LAYER OF OBSERIIt MOLE I ELEV.= 9-9 0 MIN. PITCH 1/8" PER FT / 1/8" TO 1/2" PERCOLATION RA fE _� _ __. MIN./INCH AT _ 39 INCHES _ WASHED STONE - 3.50 4" CAST IRON PIPE " �.� MAX OR FILTER FABRIC VENT DEPTH HgRIZ TEXTURE COLOR MATT. OTHER (OR EQUAL) MINIMUM 97.0 MIN. NOT REQUIRED 0-4" _- Ap LOAMY SAND 10YR4/1 NO ROOTS PITCH 1/4" PER FT. F�©W TEE I 4-8" B LOAMY SAND t0YR6/4 ROOTS LEvtLRS ____.__ . .__-_ . __ _ .____.____-_-.__. ._ _ _ ____ _8-132" C MEDIUM/FINE SAND 2.5Y7/4 FLOW LINE ___. NO WATER ENCOUNTERED AT 132_ ELEV. = _ fl$.0 _ ELEV, _ _ _ -T 10" 2,�., o o ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ° �p�•a� �j - 1 LEv. _ _, .U3_ LEVEL ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0,,Cl ° oo ° 1/OwlGRVAT 1Ji�l M ELEV.= $9.0 6" SUMP _9a7_ ° o DEPTH HORIZ TEXTURE COLOR MOTT. OTHER ELEV. � _9d,2Q_ 8 D BAFFLE ELEV. _ _.�,'�� ELEV. o DISTRIBUTION ❑ ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑❑ ° 2' ° ELEV. a ° ° ° ° 0-4" Ap LOAMY SAND 10YR4/1 NO ROOTS LIQUID OUTLET BOX - �- o 00 ° ° ° ELEV. _ _93.50 4-8"T B LOAMY SAND 10YR6/4 ROOTS DEPTH TEE4 FEET 14 INCHES ♦//��(EXI/STTING.) TO BE WATER TESTED 2 500 GALLON GALLEYS WITH 8-132" C MEDIUM/FINE SAND 2.5Y7/4 6 FEET 24 INCHES INCHES 1000 GALLON IF MORE THAN ONE OUTLET STONE IN AN NO WATER ENCOUNTERED AT _t32_ ELEV. 87 FEET 29 INCHES FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) 13, X 25' X 2' 1RE1+ H FORMATION z WELL- NA 5.5 ZONE DESIGN CALCULATIONS _ I 3/4" TO 1 1/2" CLEAN SOIL ABSORP11ON ;n INDEX DOUBLE WASHED STONE ADJUST NUMBER OF BEDROOMS 3 FREE OF FINES & SILT SYSTEM ' cN GARBAGE DISPOSAL UNIT _- - - TOTAL ESTIMATED FLOW USGS PROBABLE WATER TABLE ELEV. = ( 110 QAL/8R./DAY X ,..3 OR.) �,IQ_ GAL./DAY SEWAGE DISPOSAL SYSTEM PRORLE OBSERVED WATER TABLE OF( / HOLE ELEV. = _I�_ ACTUAL SIZEPTI CAPACITY GAL. SEPTIC TANK (pasT�a) -� NOT o BOTTOM SCALE GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE < S - MIN./IN. EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA 40 SQ. FT. t (13=)+(38X2X2) LEACHING CAPACITY (AREA X RATE) ,aM GAL./DAY 477.00 X 0.74 RESERVE LEACHING CAPACITY Aff, GAL./DAY Si � \ NOTES: 1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE S AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 0 \ y� 2. ALL COVERS TO SANITARY UNITS SHALL, BE BROUGHT TO 4 �QQ tT WITHIN 6" OF FINISHED GRADE, I \ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL ESE CAPABLE Of P WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER ON WITHIN LOT 5 /�� JFF� 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHAL,I_ BE 2 68 t S.F. USED UNDER ORW1TT�4tN 10 FT. Of`. DMVES OR PARKINO AREAS, . ;. 4. ANY MASONARY UNITS USED T10 FIRING COVERS TO GRADE SHALL. ; 4FCk ` BE MORTARED IN PLACE. 4 5. NO DETERMINATION HAS BEEN MADE AS TO COMIPUANJCE, 4ATH �! \ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO y OBTAIN 'SlJCIi DETERMINATION FROM APPROPRIATE AUTHORITY s- /.� - 8 UTII`T S GW I A PFBfx AMA E ONLY, FX ?�VArgA \ - IS 1 1 CALL A� �e?r �44 PRIG t M � TO CMENCING K ON SITE. # -/ 7 TRACTOR 1 TO VERIFY GRADES AND ELEVATIONS AS WELL AS 98.9 \ `3 ®E� p SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIA-ON `(vNG 8y ` 1`` t �� IS TO BE BROUGHT TO THE ATTENTION Imo' THE DESIGN ENGINEER i c -ER " IMMEDIATELY. - 8. PARCEL IS IN FLOOD ZONES X +�AM -2.2'7 99,3 <;" I ir,3 9. LOT IS SHOWN ON ASSESSORS MAP - AS PAKEL _ . 99.3 1� .,` ft, c�i? t0 EXISTING LEACH PITS ARE TO BE PUMP APILi BACKFILLED. a 1 I ?1, THE INSTALLER i5 TO ci THE ENGINEER A MINIMUM OF 4£t HOURS ,T�� , d (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). • 99. 99.8 el 3) -41k,2 98. \0r a e I 1000 GALL _./ I f nh f • 99.7 SEPTIC TANK "� Sc L 4 -{ �: f3.Uz,J{ I J APPRO D: BOARD HEALTH ,,,TEST' 1 ry J a 7. - 99.1 BOX. z 97.5 98.6 OIL 99.o I T 2 ._ 96.6 PIT DATA' AGENT a SEPTIC h l" tT 954 7 U10►TT-RD, LDS" PINE x 203 S TUCKET RUAQ { 508- P. . BOX 713 ``. 385-6900 SOUTH DENNIS, MASS, _ 02660 LEGEND: __...�..�..... � _ .�..,_ EXISTING SPOT ELEVATION 00,0 d EXISTING CONTOUR ----00---- '°"" " ,0 DATE JAN. 20, 2�� 20' FINAL SPOT ELEVATION �j✓ FINAL CONTOUR SOIL TEST LOCATION R£V.� JOB N0. UTILITY POLE -O- �� � Cam. ?�__ TOWN- WATER -W W CATCH BASIN ®j GAAESi4LINuT C G j �� LOCATION MA? � � S HEET 1 OF 1 CLNCESSPOOL C.P. 0 58 PR J 02022 SWEETSER ENGINEERING