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HomeMy WebLinkAbout0130 RASPBERRY LANE - Health 130 RASPBERRY LANE MARSTONS MILLS C TOwN OF BARNSTABLE '� S .BAR`w _ 429 Ordinance or RegulationLz �. WARNING NOTICE Name of Offender/Mana er �i'� �u -/ ( .� 1 g r Address of Offender [10 /) /MB Reg.# Village/State'/Zip- ! ' -��—j4cj i Mt //S b Business Name am/ on 19 !� Business Address Signature of Enforcing Officer Village/State/Zip Location of Offense 136 Enforcing Dept/Division Offense u1 S:a tF.c- ! 1� Facts ! iyUSE' 1��J �'�� r s 4 k / A ce ioo-&f J(Q 't r This will serve only as a warning. At this time no legal action has. been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate a ro b the Town. PP P legal g action Y I - TOWNOF BARNSTABLE BAR-W 429 Ordinance or Regulation ky"0v��'' y WARNING NOTICE 1-10 Name of Offender/Manager �*/ u- Jq� ' f Address of Offender 1.3Z) ,4, MV/MB Reg.# a � " Village/State/Zip s S-4cj�A r / t� Business Name am/p`m on e%� 19 Business Address Signature of Enfo=cing Officer i Village/State/Zip Location of Offense 13 ( s i v �� Enforcing Dept/Division Offense Ut C'( 141 Facts /6uSP h'ot !" This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. } . TOWN OF BARNSTABLE BAR-W 42 Ordinance or Regulation f WARNING NOTICE a Name of Off ender/Manager1` a" Address of Offender xt ¢�f�, r �, ,' ,.► � 1 � MV/MB Reg.# 9 Village/State/Zip ok' r .d `f C'< Business Name -:5 on 19r Business Address Signature of Enforcing Officer Village/State/Zip Location of Offense # ' - .a ` •" Enforcing Dept/Division Offense f`ju I C s ()( r Facts This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary . compliance. Subsequent violations will result in appropriate legal action by the Town. TOWN OF,BARNSTABLE LOCATION klfS I fIW,11 SEWAGE# -9019 0p y VILLAGE{'y*rsran5)01 S ASSESSOR'S MAP&PARCEL//OA INSTALLER'S NAME&PHONE NO.S-03 4120 SEPTIC TANK CAPACITY /SdO / / LEACHING FACILITY: (type) 2-S0d 61/146t'1A1,q-.5(size') NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: q 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 1 i C&A o vT SLee.V� )TOO ° C .1 2 AA— e r• c 3 _-- 03 No. Fee I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for -isposal *pstem Construction Vermit Application for a Permit to Construct( ) Repair(�ade( ) Abandon( ) �mplete System ❑Individual Components Location Address or Lot Nol30 A p,f P(?e-IQRy4-V 4/5 Ow er's Name,Address,and Tel.No. ,r T Ow z.1861'rS Assessor's Map/Parcel/02-p j2jgWrjqys?9i��rt Installer's Name Add Less,and Tel.No.Sp$-WO-9739 Designer's Name,Address,and Tel.Rio. S Hcvi Type of Building: Dwelling No.of Bedrooms Lot Size 10 530 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �j�� gpd Design flow provided � 2 gpd Plan Date I,ee Number of sheets p2/ Revision Date Title Size of Septic Tank 15 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ��,( 7� y // �� �� 7 P 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. d Signed Date (2- D Application Approved by Date aRK Application Disapproved by Date for the following reasons Permit No. Date Issued i ------------------ No.�C)-D C� Fee l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliCation for ]Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair dade( ) Abandon( ) ©,('_�omplete System ❑Individual Components Location Address or Lot No./3 0 A 19,f t001:1q L `I/ Ow er's Name,Address,and Tel.No. Assessor's Ma /Parcel/02— p O ® t�l f1 i^ TUN,S t • i��S dYl Installer's Name.Address,and Tel.No. —41 0-4-7-59 Designer's Name,Address,and Tel.No. . z j stp�i "V,-6i4e ro s � y�:t�2 Type of Building: ~ Dwelling No.of Bedrooms 3 g Lot Size V 4­ V sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �j�j� gpd Design flow provided j`/'�� gpd Plan Date Gl G( /1 Number of sheets nZi Revision Date Title Size of Septic Tank f 7 T e ofS AsSi � Description of Soil 1 v G./t l`t)v1� �yt d l _ k Nature.of Repairs or Alterations(Answer when applicable) /�/�j�if�/ /tJ/�(f'`�h► T 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 Tl � ��- f,Jt.�.t�Q di Date -7 I Z Application Approved by `-�1-P� �,Cj Date Ma l l �\ Application Disapproved by Date for the following reasons Permit No. 41,q Date Issued q THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(es) Abandoned( )by 10 at/_30 /2 ts'/�£3F rl- G 0h,&- \ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N401 S .d, � dated Installer JOJevJ N Z2c 13,r.,,^v'0 S — Designer #bedrooms Approved esign flow I gpd The issuance of this per/miit shall not b conssttrru'ed as a guarantee that the s stem will c d se tgned. Date `�[ V`]` Inspeetor • ------------------------------------------------------------------------------------------------------------------------------------- ---------------- NO. y Fee I®D 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstrm Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(�•-" Abandon( ) System located at 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 bqe'completed within three years of the date of this permit. Date _ l 2 I () Approved by t'��j �•l �� rom: 09/21/2018 12:00 #815 P.001/001 Town of Barnstable Regulatory Services Richard V. Scali, Interim Director • ,Arta ABL& • MM Public Health Division ►+��' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2���� Sewage Permit# d g Assessor's Map\Parcel �D Z D q D Designer: 1v teyoy- + am S Installer: Address: Po �UX `<i� Address: / • �� 9� On — CS `' /,was issued a permit to install a (date) (insta er) septic system atS 11�� - l� • based on a design drawn by (address dated ted c Q D r ( esigner) `co,/ "t i- 4 I certify that t e septic system referenced above was installed substantially according to 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 compliance with the terms of the IAA approval letters (if applicable) OF DARE ( staller's Signature) ` No. 1140 1 i (Designer's Signature) (Affix ere) PLEASE RETURN TO BAR.NST LE PUBLIC HEALTH D ON. 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc I 6* r 1 Town of Mmstable. P#� ! Department of Regulatory Services J . ,,,�,�, : • Public �Health 9. h Division bateKAMM awe$ 200 Main Street.Hyannis MA 02601 Date Scheduled 'Time Fee Pd. i oil Suita ility Assessment for S aige Disposal Performed By: � '� '• Witnessed By: � II LOCATION & GENERAL INFORMATION Location Address•.i 3 � I Lrj: Owner's Name r-VrL�� Z i ?,u 77)J Address �t7 y' i✓ Assessor's Map/P4tcek /0 Z. Q 9 Q I Engineer's Name Afj-'r� (r^J f Ylv NEW CONS7RUtf°i70N REPAIR Telephone# 56 Land Use Slopes(96)� ! a Surface Stones Distances from: Open Water Body'>-2-0 0 ft Possible Wet-Area��o ft Drinking Water Well:�/,U ft Drainage Way > Ov ft Property Line �ft Other ft SKETCH:(Street name,dimensiods%f lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) I Parent material(gedlogic ter I Depth to Bedrock Depth to Groundwakdr. Standing Wa in Ho PEItCOLAle: I Weeping-from Pit FACE— Estimated Seasonal if�fgh Groundwater D RMINAI TION FOR SEASONAL HIGH WATER T'A�3LE Method Used: Depth gbperved standing lin obs.hole: in. Depth to boll MOttles? Jn. Depth toiweeping from side of obs.hole: I in. Otioundwater Adjustment -ft. index Wel l#_._,� Reading Date Index Well levCl- ,..... Adj,W101'- Adj.Owundwater LeVCI ON TEST . Date Time Observation - Hole# L/L/ Tinto lit 9" Depth of Perc 514. Time at 6" Start Pre-soak Time.@ 1� 'lime(9"-6") End Pre-soak L7 1 Rate MinJlnch `Z Site Suitability Assessment: Site Passed Site Failed: :Additional Testing Needed(YM) Original:.Public 1441th Division Observation Hole Data To Be Completed on Back— ***If percolafiion test is to be conducted within 100' of wetland,you must first notify the Barnstable Noservation Division at least one(1) week prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Soil Other Depth from Soil Horizon Soil Texture Soil Color Structure,Stones,Boulders. Surface(in.) (USDA) (Mansell) Mottling (Structure, %Gravel D `' 10 s G # DEEP OBSERVATION HOLE LO Hole Other Depth from Soil Horizon- Soil Texture Soil Color Soil Structure,Stones,Boulders. (USDA) .. (Munsell) Mottling Surface(in.) Consistenc %Gra el 44 IZL.3� 3 lou Vin �s DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - Consistency, o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. C nsisten 1 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes -- _.Within 5b0,year boundary _ No Yes77 — Within 100 year'flood boundary No K Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pyvi us material exist,in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring ious material? Certification 4imental I certify that on (date)I have passed the soil evaluator examination approved by the Department of E Protection and that the above analysis was performed by me consistent with the require nin expertis and experience described in 3,10 CUR 15.017 Signature - Date O:\SEPTIC\PERCFORM.DOC MARSTONS MILLS SITE LAKESIDE DR. al A DR N ® 9 s9 � � � 9 � SHBAEL ENT 2 rZ OF P PVE `9 EDGE 90 \ V CC �5.59 -" rt^ LAKESIDE DR. o _ "' ^6 90� slee\Je I s ee'4e O v LOCUS MAP 90 ► o LOCUS INFORMATION 89 PLAN REF: 138/025 1 9 / TITLE REF: 22454 189 r G9os m PARCEL ID: MAP 102 PAR. 090 s \ FLOOD ZONE: NOT IN FLOOD ZONE P s r 0 � xO �1 \ 1 0 x T � x � SEPTIC SYSTEM —0 10' �° �� REPAIR PLAN W a ; LOCATED AT: 12.50' t'— 9 � -n Z Z \ TP �9s « z 130 RASPBERRY LANE 4 z MARSTONS MILLS, MA T 9 1 PREPARED FOR i FRANK ZIBUTIS LOT 71 SEPTEMBER 9, 2018 o ' 9 AREA = 10330 sf+— OF �So PLAN BOOK 1 38 PAGE 25 ASSR MAPS 02 PCL 90 D Atr N M. G„a No. 1140' 90 SfE� 'Al_.V�,I BENCH MARK SCALE: 1"=20' MEYER & SONS, INC. TOP OF FOUNDATION LEGEND 91 .53 P.O. BOX 981 BARNSTABLE GIS DATU --GQ$�—� PROPOSED CONTOUR EAST SANDWICH, MA. 02537 ® PROPOSED SPOT GRADE PH: (508)360-3311 -- 98 -- EXISTING CONTOUR FAX: (774)413-9468 + 96.52 EXISTING SPOT GRADE meyerandsonstitle5®gmail.com W— EXISTING WATER SERVICE TEST PIT SHEET 1 OF 2 J 2024 ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS DROP FND. BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) FINISHED GRADE (90.30) = 91.53 a�F.G.EL: 90.80 F.G.EL: 90.40 F.G. EL: 90.50 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA a :Y `. 2" OF 3/8" DOUBLE WASHED F.G.EL 2 3/4" - 1-1/2" 88.8 DOUBLE WASHED STONE • ,. STONE OR FILTER FABRIC . ..• . ;; " 4" SCH 40 PVC 6 (MIN. ®®®®®®®®®®® a: ' TEE'S ARE TO BE 14 INV.86.90 ® S' 1% ®®®®®®®UM®® _ Y 4" SCH 40 PVC I 2 E F. DEPTH ®®®®®®®®®®® INV.87.48 INV. 86.80 GAS _ 4' 2 X 8.5 4' INV. 87.73 BAFFLE PROPOSED DB 3 EXISTING OUTLET INV. 88.53 � DISTRIBUTION BOX EFFECTIVE LENGTH = 25' AM AM, (H20) ✓ INV. ELEV.= 86.65 PROPOSED 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ����` OF ' ss9 BREAKOUT OUTLET TEE AS MANUFACTURED BY NOTES: TUF-TITE, ZABEL, OR EQUAL DAR EN M. TOP CONC. ELEV.= 87.65 ELEV.= 87.65 1) CONTRACTOR SHALL VERIFY ALL EXISTING ME PIPE INVERTS PRIOR TO CONSTRUCTION /'1�1,0. 4 INV, ELEV.= $6,65 ®® 2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE u ®®® !ME3E3E3E3E3E3E3 ®®®®®® TO GRADE ON A MECHANICALLY COMPACTED SIX /� 53INCH CRUSHED STONE BASE, AS SPECIFIED IN � \a� BOTTOM EL.= 84.65 ®®®®®®310 CMR 15.221(2) G( N 3.75' 5 FT. 3.75'3) INSTALL INLET & OUTLET TEES W/ EFFEE WIDTH = 12.5' GAS BAFFLE AS REQUIRED SEPARATION 5.95 FT. SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 78.70 _ SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) GENERAL NOTES: SOIL LOGS P#: 15771 DESIGN CRITERIA 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: SEPTEMBER 5, 2018 NUMBER OF BEDROOMS: 3 BEDROOM DESIGN BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DESIGN PERCOLATION RATE: <2 MIN/IN OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DEPT. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. LOCAL RULES AND REGULATIONS. EXCEPT AS REQUESTED BELOW: / - 310 CMR 15.405 (1) (B): Elev. TP-"1 Depth EleV, TP-2 Depth GARBAGE GRINDER: NO (not designed for garbage grinder) 1 1) A 10 Fr. VARIANCE FROM 310CMR15.2110 ALLOW LEACHING TO BE 90.20 0" 90.50 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROP. 1,500 GAL. SEPTIC TANK 10 FT (MA* FROM DWELLING VS REQ'D 20 Fr. A A LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR LOAMY SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND DESIGN ENGINEER. IGYR 3/2 10YR 3/2 89.38 10" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B 89.50 12" , , , FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN B STONE ON ENDS & 3.75, STONE ON SIDES: 25 L x 12.5 W x 2 D ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY 1D LOAMY SAND 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. OYR / 1OYR 5/8 BOTTOM AREA: 25 x 12.5= 312.5 SF 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 87.04 38 " THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF C 87.25 39 SIDE AREA (25 t 12.5) X 2 X 2 = 150 SF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C PERC TEST MEDIUM MEDIUM TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ,D 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. O EL. 84.70 SAND SAND DESIGN FLOW PROVIDED: 0.74 462 S.F. 342.25 G.P.D. vs. 330 G.P.D. re 'd 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 2.5Y 6/4 ( ) - q TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. �� 2.5Y 6/4 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION CONSTRUCTION.OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 78.70 138• 79.0 138" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 1 . EXISTING LEACHING TO PUMPED, CRUSHED AND FILLED PER TITLE 5. 11 PERC RATE <2 MIN/IN. ('Cl* HORIZON) 130 RASPBERRY LANE, MAR STO N S MILLS, MA . 48 HOUR NOTICE FOR ENGINEER CERTIFICATION NO GROUNDWATER OBSERVED 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY Prepared for: Frank Zibutis AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY ' Design and Site Pion by: SCALE DRAWN DATE 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. • 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 09/09/18 to conduct soil evaluations and that the above analysis has been performed by me consistent with the POBOX961 REV DATE CHECKED SHEET N0. 15. ALL PIPING TO BE 4" SCH 40 • 1/8-/FT (UNLESS SPECIFIED) requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. EASTSANDW/CH,MA02537 16. PLACE 6" SLEEVE OVER SOLIDS LINE, 10 FT EITHER SIDE OF WATER SERVICE 506,W2--2922 DMM 2 Of 2