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HomeMy WebLinkAbout0012 PARTRIDGE WAY - Health I_ 12 PARTRIDGE WAY, CENTERVILLE _ A=208-070 No. 42101/3 ORA ESSELTE i 0% o O O O TOWN OF BARNSTABLE LOCATION &__)61{ SEWAGE#a O�(o- VILLAGE ASSESSOR'S MAP&PARCEL Q INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY SOO ''ex, h Go�.cw�c' LEACHING FACILITY:(type) ck,..s.,,r 1a2X <<, eize) ' x l�`x NO.OF BEDROOMS �- OWNER_ PERMIT DATE: 3 ,�- i ( COMPLIANCE DATE: 3 36 I� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 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 3 �( �I � ` j 3 � c l�r r TOWN OF BARNSTABLE M P �� LOCATION U ' SEWAGE # `7 6 - l VILLAGE ASSESSOR'S MAP &LOT y� �D�'' g7d INSTALLER'S NAME&PHONE NO. � � ' ` 6"-Z I A-) SEPTIC TANK CAPACITY S0 G LEACHING FACILITY: (type) ��� (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: %Y'—�7?'' '�'XCOMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility A/ Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility.) / 0 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �c- . I 1 13 C- 3-3 s - No. Feel� ,r'� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Ve-posal Fspstem Construction Permit i Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) [:]Complete System Individual Components Location Address or Lot No. �Q �,O n-��-'yC. Owner's Name,Address,and Tel.No.$��� '� �"�CD C "C"�•,n�` C-c�•e�.C� 1a Assessor's Map/Parcel o`ZOQ (n� e �� V 3 Installer',s Name,Address,,and tTel.No. -C>':O%--$ CD']essigen�err''ss Nam; �� •3 kddress,and Tel.No� � 65 -33 r Type of Building: l Dwelling No.of Bedrooms LI Lot Size 3C�1, Q_sq.ft. Garbage Grinder( ) Other Type of Building <�.,e No.of Persons Showers( ) Cafeteria( ) Other Fixtures L'u Design Flow(min.required) I O gpd Design flow provided y'4 ( gpd Plan Date 3 Number of sheets Revision Date Title Size of Septic Tank ,S-CY"� (� Type of S.A.S. Description of Soil S<�:.le— d� 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 place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' A Date Application Approved by �- Date Application Disapproved y Date for the following reasons Permit No. V 0 T!w/ Date Issued u7 74/(11 ` No. Q 0 N Fee T W THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes J 1 a/ 21pprication for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(✓Abandon( ) ❑Complete System M Individual Components Location Address or Lot No. "� Q 0 jz—Vr'�CD St—_ Owner's Name,Address,and Tel.No.$���.-73 7—`f c( Assessor's Map/Parcel Q Q� © F� C Y-VI N (:DQ 3 Installer's Name,Address,and Tel.No. 2 -6 Q $�� �' Designer's Name,Address,and Tel.No.SZa'Fr '366 -331( Type of Building: �, r Dwelling No.of Bedrooms L( Lot Size 3Z), S�Q sq.ft. Garbage Grinder( ) Other Type of Building e `, No.of Persons Showers( ) Cafeteria( ) �, Other Fixtures Design Flow(min.required) LI LI 0 gpd Design flow provided y ( gpd Plan Date 3 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Ca &c���� ��,a�,,�r rS c✓�SioW�e , Description of Soil CS e e— `rp Nature of Repairs or Alterations(Answer when applicable) ,t,� ,d` )'vc c, p Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordancekwith the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of i Compliance has been issued by this Board of Health. r S' ed Date Application Approved by 4 Date /?5 i(� Application Disapproved y Date for the following reasons Permit No. 0 D{� Date Issued ?j 7 1-70"6 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(L Abandoned( )by 3 c -, c—; -�-- at -{ has been constructed in accordance 14 with the provisions of Title 5 and the for Disposal System Construction Permit No.OZ91G`04 dated ay Zp/ Installer 9 m R<::,c 5_Cr T- c s; 77� Designer �-Cy #bedrooms �� ---1 Approved design flow gpd The issuance of is permit shall not be construed as a guarantee that the system i!1 fun ionias designed. n Date D Inspector ---------------------- ------- No.CCU tD 0 8 6 Fee 0 a ` THE COMMONWEALTH OF MASSACHUSETTS . PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Vermit r Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at V 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 permit. Date 3/�7-5 &77 /li Approved by r 12 Partridge Way, Centerville Floor Plan Rooms Roo ,n 1St Floor t�G 2nd Floor -4 Lj Q ©LO A " f • L Q5b i) '7 � � -f �ys.— Town of Barnstable .,0-*A"E'Owti Regulatory Services NAP C� Y . Richard V. Scali, Interim Director Y • BARYSTABLE, M ; ��� Public Health Division 1639. 39. ° Thomas McKean, Director 200 Main Street, Hyannis, VIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: +t Sewage Permit#-� 'C $�O Assessor's Map\Parcel � Designer: lnba Installer: Address: I Address: On -.5- 3,"'.e. O�zr- ZefAI*�s issued a permit to install a (date) (installer) septic system at 1*2, PAAj 14 06-f WA/ CZ„ based on a design drawn by C _ (address) hIC,V►iPi�/ � dated L (designer) AI certify that the 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 constructe e with the terms of the IAA approval letters (if applicable) lRE (Installer's Signature) 19 ✓ ✓. tLe (Designer's Signature (Affix Designer amp Here) PLEASE RETURN TO BARLTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL IJIDT 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 Town of Barnstable P# Ion Department of Regulatory Services. H .1,JRH-1A t , >< Public Health Division Date �0 MAN sa N 200 Main Street,Hyannis MA 02601 _ �fo M►tt� Date Scheduled Time v !M Fee Pd._lioc t+ Soil Suitalbrlity Assessment for Sewage Disposal . Performed By:_ Y rQi� l 1 P.t� �j� Witnessed By: �1 LOCATION&.GENERAL INF+OR.MATION Loeatlon Address Owner's Name n t,,� C CCv,�Y'rL,: Address C�.��a ;,\L�, IMto Assessor's Map/Parcel: Engineer's Name M- ��a�5-Z NEW CONSTRUCTION REPAIR /� Telephone# 7 !©,n — 3( Land Use Dom/JL�' Slopes(96) CJ �` Surface Stones Distances from: Open Water Body> possible Wet Area_ / )b_ B Drinking Water Well t? �ft Dmlhage Way 71 D ft Property Line _ �> b ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test bolas&pare tests,locate wetlands-In proximity to holes) Parent material(gcologie "'`���'� o" S" \ Depth to Bedroalt Depth to Groundwater. Standing Water in Hole: ) Weeping from Pit Fnce 16 Estimated Seasonal High Groundwater DE ATION FOR SEASONAL'HIGH WATER TABLE Method Used: IV Depth Obse ed standing in obs.hole: In, Depth to soli mottles: In., De{th to weeping from side of obs.hole: _ In, Groundwater Adjustment fk. Index Well•# Reading Date: Index Well level Adj,-factor, ,,ram Adj.Groundwater•Level.,,_• PERCOLATION TEST ba ,.._,_,,,.,.,, Time Observation I —� Hole# Tlme at 4" fe( n 't Depth of Pero Time at 6" Start Pro-soak Time @ /tom TIme(9"•6") End Pro-soak Rate Min./Inch , M Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(I)week prior to beginning. Q:ISEPTIWBRCPORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Sol Horizon Soil Texture Shcl Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. o rsistency.%'aravell rn 3 �( DEEP OBSERVATION HOLE LOG Hole#_/ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. oil OA,L4 '-1wy C� t2,o 2 7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stmuture,Stones,Boulders.. Conslstanoy� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sail Color 81311 • Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, i Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No%+ Yes Within 100 year flood boundary No.�V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? —xff'c If not,what is the depth of naturally occurring pe vious material?__.___......... Certi�fiicatton I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with . the required tr inl ertise experience described in 10 CMR 15.017 , Signature Date , DOC Q:VS•EPT►C�PBRCPORM. PARCEL N0: Nod_ Fe -0 _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Migpogar *pgtem Congtruction permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Addressor Lot No. (4) Owner's Name Addre J and Tel.No. 1 M�- Installer's_[ame,Addreshs apd Tel.No. Designer's Name,Address and T 1.No. Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil 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 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this oar of Hea . Q Signed Date 3- :; ..F— l Application Approved by v Application Disapproved for the following reasons Permit No. s Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On:site Sewage Disposal System talled( )or repaired/replaced(4--)on !� i` by yl y_s 2 iti fort as hav bvollconstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set fonh below: id ol Zr — No. / _-- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Oizpogar *pgtem Cou5truction Permit Permission is hereby granted to ✓ r8,->RVtV to construct( )repair( an On-site Sewage System located at and as described in the above Application for Disposal System Construction Permit.The applicant recogni es his/her duty to comply with Title 5 and the following local provisions,or special conditions. All construction must a et•d within two years of the date below. ` i Date: Approved by _t;OW�4 j 070 Fee 1 — - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ; 0[pprication for Migpo5al *pgtem Construction Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. G f, ( _-� Owner' Name,Address and Tel.No. I I'I t �'.r�2 f!�►'�Se CUB es"AVU T.e.vv S e KJ l ',f Ge v►J�--e 2 v � l ( � M,4 Installer's ame,Address apd Tel No. p��j Designer's Name;Address and Tel.No. 7 5 Type of Building: Dwelling No. of Bedrooms Garbage Grinder( ) Other Type of Building S, . No. of Persons Showers( ) Cafeteria( ) Other Fixtures I' Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title j Description of Soil Nature of Repairs or Alterations(Answer when applicable) a ..,a� 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 issued y this)Bo-ard of Health. e Signed Date Application Approved by ° Application Disapproved for the following reasons r Permit No. f Date Issued CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated, Zt /1fe , concerning the property located at C�; meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system ' • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. i SIGNED : DATE: . �- LICENSED SE SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. �, P 1 a' _ . � t r _ ems- z- ^., � _ t. �' O f lsod ��� I � -- �d�t xZx Z. / T����� o � l T LEGEND CENTERVILLE MA/N sr. \ I I I H NA I '\ PROPOSED CONTOUR \ O �J 98 PROPOSED SPOT GRADE S� EXISTING CONTOUR \ + 96.52 EXISTING SPOT GRADE LOCUS W— EXISTING WATER SERVICE A' l9 TEST PIT SCALE: 1"=30' !y Off, W LOTS 1 & 7 Z AREA = 30890 sf+- o i� PLAN BOOK 195 PAGE 1 0 ASSR MAP208 PCL 70 LOCUS MAP BENCH MARK I ft TOP OF FOUNDATION PLAN REF: 195/001 51 .54 TITLE REF: 10197/183 \ I ( BARNSTABLE GIS DATUN PARCEL ID: MAP 208 LOT 070 3 coo s�. ?�,, r,(1� L52 T ° �' °�G �' -- - -- 9180' SEPTIC SYSTEM vFn t ,P-,.Z 0 >> ��}o �� � REPAIR PLAN rP-2 LOCATED AT: tAc 12 PARTRIDGE WAY W 47v \ �:�� v . - - S, CENTERVILLE, MA Inc TANK • � PREPARED FOR �. CEDENO/ O�k�S READY ROOTER EXC. MARCH 22, 2016 \ \ z TV\ O"- NC so of s2 \ `� I ' o DARRE s T Foc 5\ '` T 1 F OF A \'--------- - � S4NITA9\P� a PLAN V 49 MEYER & SONS, INC. SCALE: 1 in = 30 ft P.O. BOX 981 O 30 60 EAST SANDWICH, MA. 02537 0 10 20 30 60 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmail.com SHEET 1 OF 2 J#1787 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS r NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES: TOF SEPTIC TANK GRADE SHALL NOT BE < EL:48.60 FOR A DISTANCE INSTALL RISERS & COVERS OVER INLET & 15' AROUND THE PERIMETER OF THE S.A.S. INSTALL RISER & COVER PROPOSED D-BOX I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EL.=51.54t OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED SAS BOARD OF HEALTH AND THE DESIGN ENGINEER.INSTALL LOCKING COVERS IF AT FINISH GRADE SET TO 6' OF GRADE INSTALL A RISER OVER ONE CHAMBER (MIIN) 2. ALL WORK AND MATERL4LS SHALL CONFORM TO THE REQUIREMENTS AND SET TO 3" OF F.G. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE F.G. EL: 52.1Ot �� • F.G. EL.=51.0f F.G. EL.=51.0t LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: F.G. EL: 52.1(MAX.) - 310 CMR 15.405 (1) (B): 1) A 0.5 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING 9" MIN COVER/ TO BE 3.50 FT (MAX) BELOW GRADE VS REO'D 3 FT. (H20/VENT PROVIDED) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 36" MAX COVER L = 6( L = 1% (MIX. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ® S=1% (MIN.) EL.=50.10t ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC - 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED DESIGN ENGINEER. STONE OR FILTER FABRIC 3/4" 1-1/2" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING t0` DOUBLE WASHED STONE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 14• 6 / ENGINEER BEFORE CONSTRUCTION CONTINUES. '• INV.=49.05 48"UOUID 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LEVEL �INV =4880. . ®®®®_ O ®®®® 1 PROPOSED ®®®®®®®®®®® 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF GAS BAFFLE ®®®®®®®®®®® THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF D-BOX INV.=48.0 ®®®®®®®®®®® HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. f INV.=48.20 DB-5 7. DWELLING IS SERVICED BY MUNICIPAL WATER. EXISTING 1.500 GALLON SEPTIC TANK H D 3.2 ' 3 X 8.5' 3.25' 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. TH EXIST. SEWER OUTLET ' EFFECTIVE LENGTH = 32.0' 9 LOCATION OF ALL UNDERGRO ND UTILITI S,IT SHALL BE THE RESPONSIBILITY OF THECPROR TO STARTINGIWO FY KE INV. ELEV.= 47.60 10, EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION BREAKOUT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING EL. 48.60 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PIPE INVERTS PRIOR CONSTRUCTION TOP CONC. ELEV.= 48.60 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING INV. ELEV.= 47.60 ®® 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPEC. ) 2) D-BOX SHALL BE SET LEVEL AND TRUE TO to®® . GRADE ON A MECHANICALLY COMPACTED SIX E3113E300 3E3 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW INCH CRUSHED STONE BASE, AS SPECIFIED IN la®®E3E3E3 a FOR THE USE OF A GARBAGE GRINDER. BOTTOM EL.= 45.60 ®®®®®®® 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 310 CMR 15.221(2) 4 5 FT. 4' 3) REPLACE EXISTING 1;500 GALLON SEPTIC TANK EFFECTIVE WIDTH = 13' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPARATION 5.40 FT. DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 40.20 _ (500 GALLON (H20) LEACH CHAMBER) GAS BAFFLE AS REQUIRED N.T.S. DESIGN CRITERIA SOIL LOGS P#:14976 NUMBER OF BEDROOMS: EXISTING 4 BEDROOMM SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DATE: MARCH 17, 2016 SOIL EVALUATOR: DARREN M. MEYER, IRS, CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVE STANTON, BARNSTABLE HEALTH OF 4sx DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOW: 440 G.P.D. �`� e, rev. DARRRJEN,M.��r GARBAGE GRINDER: NO (not designed for garbage grinder) TP- 1 Depth Elev, TP-2 Depth NIE Eft s SEPTIC TANK: 440 gpd x 200% = 880 gpd USE EXIST. 1,50OG SEPTIC TANK 52'20 A LQo��D 0 52.20 A 0" N0.11,40 LOAMY s3A/r12o LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. 51.45 B 9" 51.45 9" USE THREE (3) 500 GALLON (H20) PRECAST LEACH CHAMBERS 49.38 LoOR �D 34" B LOOYR AMY �D S4NITAR\�`� C 1 49.20 C 1 36" W/ 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' D MEDIUM MEDIUM SAND SAND PERC TEST 2.5Y 7/4 2.5Y 7/4 BOTTOM AREA: 32 x 13 = 416 SF 0 49.02 SIDE AREA: (32 + 13) X 2 X 2 = 180 SF TOTAL SQUARE FEET PROVIDED = 596 vs. 594.59 REQ'D I PROPOSED SEPTIC SYSTEM UPGRADE PLAN DESIGN FLOW PROVIDED: 0.74(596 S.F.) = 441 G.P.D. vs. 440 G.P.D. req'd 40.20 144" 40.20 144" 12 PARTRIDGE WAY, CENTERVILLE, MA PERC RATE <2 MIN/IN. ("Cl* HORIZON) NO GROUNDWATER OBSERVED Prepared for: Cedeno/Ready Rooter Exc. System Design and Topography Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 03/22/16 • 1, Darren M. Meyer. R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 P0 BOX 981 REV DATE CHECKED SHEET N0. to conduct soil evaluations and that the above analysis has been performed by me consistent with the EASTSANDWICH,MA02537 requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. 508-362-2922 DMM 2 Of 2