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HomeMy WebLinkAbout2519 MAIN ST./RTE 6A(BARN.) - Health (3) t.. b ,� e. . ,. � �� � �, ., - _ .; o . , . f �r �. ., ., 4 °. , - � r �� j o �.a � �., . � :, .n TOWN OF BARNSTABLE LOCATION S /`+► e i t wJ! SEWAGE# 2OZ I' �3 VILLAGE n ASSESSOR'S MAP&PARCEL S /b— INSTALLER'S NAME&PHONE NO. 1or TG•vov: SEPTIC TANK CAPACITY /S 6 6 i LEACHING FACILITY: (type)(Y/)TOO .n 1 C C . (size) 4-/2 X 11,9 k NO.OF BEDROOMS OWNER a ♦C. o �l.a 1Y PERMIT DATE: COMPLIANCE DATE: oA SIa 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 G n.v/p�,►�,�,e.� c o. r 6 - /03 � 2 i �Pr�l�p Vic-I�J yf 3 e- D W f � No. 207, 03 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for -MispoSal *pstrm (Construction permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.5 I /�b��\e.W `��n wner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's-Name,q - z�,and Tel Noss Designer's r ¢Addroedss.and Tel.No. So$_�Z�4$y a I$ E6GAXnPd MM& fit l 9 39 4,4 n S-�-. Q Type of Building: Dwelling No.of Bedrooms Lot Size 9 a, O S 5 sq.ft. Garbage Grinder Qv A) Other Type of Building WoxQ Vrp_MP__ No.of Persons Showers(3 Cafeteria(,qA Other Fixtures Design Flow(min.required) S SD gpd Design flow provided 5 S0 gpd Plan Date -ZS-ZI Number of sheets Revision Date iy R Title_ S 1 ( Lc+ S) A6F,Cr1 e r 0!o- Size of Septic Tank 15-o0 Type of S.A.S. (_ea-ram Inst 90-1\s Description of Soil C l a-z's5 `( ` z5l 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 lace the system in operation until a Certificate of Compliance has been issued by this Bo Vf ;� a S' Sd Date 9,-3 Z Application Approved by Date &1_ 70Z Application Disapproved b Date for the following reasons Permit No.&Z-( — 5-0 3 Date Issued 'ZO 111k '—No.�Zoo I t: Fee �19 THE..COMMONWEALTH OF'MASSACHUSETTS Entered in computer: PUBLIC HEALTH,DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for 33isposal 6potem Construction Permit 0 • _ � I� Application for a Permit to ConstructS/) Repair( ) Upgrade( ) Abandon( .) Complete System ❑Individual C.omponentss Location Address or Lot No.5I ���zc-\�W� "gyp-Cc`Si _Owner's Name,Address,and Tel.No. Q' `K Assessors Map/Parcel Z.S� - Ica " G�C> . � ,Q�Caes'\� Wo..•..r .'Ro_�n ko.k�l.� Installe{r�'s--yName,Address,and Tel.No..-fir +� Designer s Name Address and Tel.No. �' ' r t i TT.ski? C0& '^ CAq�cz_ E^� c"s—✓4- (4 t4 L. -Y) AA ' Type of Building: t Dwelling--' No.of Bedrooms S Lot Size q c• 0 5!; sq.ft. Garbage Grinder(tvA) P Other Type of Building Waa4 �8.._ No.of Persons =. Showers(^j) Cafeteria(NA) 4 F Other Fixtures S®Q-�-•���i Design Flow(min.required) SS-0 gpd Design flow provided 1_5 S-0 gpd Plan Date ZS-ZI Number of sheets Revision Date K A Title-5 I ( L+ uJt� Size of Septic Tank 15c c'> Type of S.A.S.' L-e,c►-c,-k i n Description of Soil N oLn-s Nature of Repairs or Alterations(Answer when applicable) y Date last inspected 1 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 lace the system in operation until a Certificate of w .Compliance has been issued by this Board.of . S'•gned\/ii5r: Date P Application Approved by � E _ Date Application Disapproved by v Date for the following reasons f Permit No. l.Q 7 - Date Issued �91 - _ - - - - - - -- •- ----- ----- -------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS. • Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed V) Repaired( ) Upgraded( ) Abandoned( )by _ /' /_ C("r'"`�L L at 51 ��e roe. Wc,�� t ��snT 'S-1-o_�<¢_._ has been constructed in accordance ' with the provisions of Title 5 and the for Disposal System Construction Permit No.�k .�- dated 17 Installer. T-,bd f,L e-r Designer rr,gi ne.e_.c-i nG #bedrooms Approved design flow _S50 _ and The issuance of this permit shall not be construed as a guarantee that the sys"te ll ffunc•on asdesigned. j Date / I Inspector s=- __.. _ __--_: w___-_: -- _=_ ..- - - - - -- - •. -- - ---•---------- - -- -- ---------------- No.;!0 ©� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal *pstem Construction permit Permission is hereby granted to^^Construct(A , Repair( ) Upgrade( ) Abandon( ) System located at �qt_ 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 be completed within three years of the date of this permi. Date �t. � / �IZi Approved by _...; P Town of Barnstable °fIINME Inspectional Services Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 (6ffice: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: l 2-b 22- Sewage Permit# Zoz! 30 3 Assessor's Map\Parcel 257 ld-`� Designer: boW rl C 2 G-Vl q I nte- Installer: r S�' � cc, /Ge Address: 1361 R 0 Uf-e- (01A Address: �J gYVyl D U{-� i�ri✓t , MA a 1 ��z On was issued a permit to install a (date) (installer) septic system at S A-bf-r� *- W Sa rhSK-bI t based on a design drawn by (address) ban j el A. O j a l n P6 i PL-S dated 0-7- 2 8- 2.1 (designer) I certify that septic tic system referenced above was installed substantially according to P the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (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. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in corn 1' a with the to rms of the IAA approval letters(if applicable) S� titN oFr�gs v s° DANIELA. . 0 OJALA (Installer's Signature)nature " VIL g N CI o.46502STf 0 (Designer's Signature) (Affix Designer's'Staiiip 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. WoMdeptAHEALTMSEWER connecASEPTIODesigner Certification Form Rev&14-13.DOC I ALL SYSTEM SHALL SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPE OR BE I �7 NOTEc LE E N D (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. SYSTEM DESIGN. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 1 G . DATUM IS NAVD 88 2 PEASTONE OR-GEOTEXTILE O 99 - EXISTING CONTOUR TOP FOUND. EL. 72.0' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS AVAILABLE c� \ 66.0' X 99 EXIST. SPOT ELEV. MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 5$ -60 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. N RO E 6A GARBAGE• DISPOSER IS NOT ALLOWED PRECAST H-10 WATERTEST"D'BOX FOR LEVELNESS BLOCKS OR -[99]- PROPOSED CONTOUR DESIGN FLOW: 5 BEDROOMS 0 1>10 GPI = 550 GPD z�s� ) MN. 2 WALL THICKNESS PRECAST RISERS 4. DESIGN LOADING FOR,ALL PROPOSED. PRECAST UNITS 4"0SCZH40 PVC MORTAR ALL INVERT IN 56.0' TO BE AASHO H-� (H-10 TANK). USE A 550 GPD DESIGN FLOW PIPES LEVEL 1ST 2' T7COMPONENTS S , [98.4� PROPOSED SPOT EL. - «' �ENID P.} 4 TH1 SEPTIC TANK: 550 GP.D 2 - 1100. ~ S StDES 57.0 RAILROAD O 69.5' 10• 1500 GAL H-10 1.} g a ° 0 5. PIPE JOINTS TO BE MADE WATERTIGHT. AE 6 D TEST HOLE 61.82 TEE SEPTIC TANK TEE 7, E ° ° ° ° ®® ® >°°°°°°° RQV G j USE A .1500:.GAL. SEPTIC TANK ;° ° c'o 6" MIN. SUMP o°g°o°g° a'® ® ® ® ;oogog0oo 6. CONSTRUCTION. DETAILS TO BE IN ACCORDANCE WITH cp Z Y t52_5 O ® ° ° ° ° -i GAS BAFFLE..` °o°o°o°o°o°o °°°°°°°° ® ®® ® ® 0 0 0 0 310 CMR 15.000 TITLE 5.). 2% SLOPE OF GROUND ,.000ge°o°- MIN. INT. DIM. ci >0000 000 ® ®® ®® ®® ® ® 00000000 ( BWB - " LEACHING: 57.67' ° ° °°° . °0°0°0°0 54.0 LOCUS f4' LIQ. LEVEL (ACME OR EQUAL) '°°°O°O 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO I UTILITY POLE SIDES: 2 (42.0 + 12.8) 2 (;74) 162.2 .GPD ::,..: °: ..:...:., <. ... .. : •.•: - '` ' BE USED FOR LOT LINE STAKING.OR ANY.OTHER Cti _0000,000�o�oio oo°,oa0000°00000�o�o*o�oo°,o,°°,°q,°o$000 H 20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQU PURPOSE. 71 FIRE HYDRANT 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 4 UNITS REQUIRED BOTTOM 42.0 x 12.8 (.74} - 397:8 GPD ALL AROUND PRECAST STRUCTURES O 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83' G NOTE: NOT ALL SYMBOLS MAY APPEAR 1N DRAWING COMPACTION. (15.221 [21) Y TOTAL: 757 S.F. 560. GPD Cn 9. COMPONENTS NOT TO BE .BACKFILLED OR CONCEALED 2� USE (4) 500 GAL. LEACHING. CHAMBERS (ACME OR EQUAL) (7�0 % SLOPE) ( 15 % SLOPE) ( 15 %`SLOPE) WITHOUT INSPECTION .BY BOARD OF HEALTH AND 6 PERMISSION OBTAINED .FROM BOARD OF HEALTH. ROUTE WITH 4.0' STONE ALL AROUND , LEACHING , FOUNDATION- 110 SEPTIC TANK 26 D BOX 12 44.1 soTroM TH-1 10. CONTRACTOR:SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP .SCALE 1 "= 2000' FACILITY NO GROUNDWATER FOUND DIGSAFE (1-888-344-7233) .AND VERIFYING THE . LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL 11. ANY .UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 257 PARCEL 10-4 BUILDING SEWER OUTLETS AND AND 5 AROUND THE PROPOSED LREACW NG CELITY. SED ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ZONING SUMMARY ZONING DISTRICT: RF-2 DISTRICT MIN.- LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 150' \ � MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15 MIN. REAR SETBACK 15' MAX. BUILDING HEIGHT 30' VAL OF '�, A OU M NSU q E S _A F PE IMF R REQ D SITE IS LOCATED WITHIN THE AQUIFER o AS ° c�E rr LE soi LAc c F ►LIrY P D DE PROTECTION OVERLAY DISTRICT �7 cQ /� p AN ER. pLA AS IN A Q 40 - rt INER ---- TEST HOLE LOGS V4��rn SP CIFIC np S O r ME BO pM EA S p r P AT T F 56 R 255 ) EL. 53. t , V. 57.0', � 58 D CRAIG J. FERRARI, SE 13871 V IRA, o �� 'D IV, h h� ENGINEER: # � - _ h h h o) 63 64 WITNESS: .DONALD DESMARAIS 46 ca r� 6� (ooa o ,�tx DATE: 3/15/21 4t3 PERC. RATE = < 2 MIN/INCH_ o i [ ] _ UNSUITABLE [49] CLASS 1 SOILS P# 21 -50 SOIL 75 _ �- _ . - / • F O " .._._ .�. f74j ELEV. ELEV. ELEV. ELEV. 737 O C Q 57.1 0 58.0 p 59.9 0 60.2 7 �^-� 2] A A _ A . jA �0 (` II 70 ^"� /LS/// /LS%r /LS j�t.S��/ \ 5g 6 I I `° 7 4 12" 10YR 3/3 12" 10YR 3/3 8„ 10YR 3/3 1 O" /1 OYR 3/3 PR OSED 74 --�71 B B B B (C _ ^ PAVE DRIV �S /LS 63 10YR 5/8 „ 10YR 5/8 „ 1 OYR 5/8 10YR 5/8/ �N -16 65 60 F 26 4.93 24 56.0 22 58.07 24 58.2 / /� �� 1 ✓ O C1 C1 C1 C1 / 66 67J ° ✓ C 4� o n� F S FLS FLS FLS `� 10YR 6/4 10YR 6/4 10YR 6/4 „ /10YR 6/4/ , 66 51 .6 72 52.0 84 52.9 72 / 54.2 S. PERC C2 G2 C2 C2 71.5 w MS MS MS MS 74 F / 5 6Q11 V 2.5Y 7/3 2.5Y 7/3 „ 2.5Y 7/3 2.5Y 7/3 , p 156" 44.1 132 47.019132 48.9 132 49.2 P ED w 66-'` a > DW LLB w NO GROUNDWATER ENCOUNTERED a° TO 72 0 0 NO GROUNDWATER ENCOUNTERED J iy 1 .9' 5 - 69 T I T L 5 SITE PLAN 0 - OF CO _ EXISTING 1 �� TYP. � BACKS #51 CLOT 5) ABERLE WAY 71 BARNSTABLE, MA N �73] o (D C�4j .ry oo 75 e � �°/• '�• PREPARED FOR J N [78, - as RYCON GROUP INC. �' �� OF�NiELA. yf o q ^f�Sr1�F M _ i n. 00 OJALA ^ °/sue DAi dIEL cf `� 81 o- clvn_ i n DATE. JULY 28, 2021 '' ;,"0 46502 o PIo.40t980 � - s1ERE Scale: 1 20' `�Ali• JS� ?;.'sr;.9�0 S`S'9C��w O D s oa� rrG\ S ANtEL z DANIELA. 0 10 20 30 40 50 FEET a -\ r . a <"j A. �JVIL v j'6 v NO pt0i.',0, n P \- No.4 ,.2 A lam. °Fess�,sa/��,� off 508-362-4541 T� °/sT� ���� s qy ,�,°� �` fax 508-362-9880 S8"01NAC E ' ��v^ '� I downcope.com C ivewo cope eo,�ineering, iac. _ Z z l `.� C. --� civil engineers land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE #2 1 -059 21-059 OKH CJF/EA W