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HomeMy WebLinkAbout0026 TOPFIELD DRIVE - Health 26 Topfleld Drive Marstons Mills A= 150-036 --- - —- -- - - - C f a TOWN OF BARNSTABLE LOCATION 2 �Q �1 d L,)r 1 (f '- SEWAGE# "®f 2- 'O C( G VILLAGE Iv , ASSESSOR'S MAP&PARCEL/FCC rZ 0 3 4, INSTALLER'S NAME&PHONE NQ, �io'Q��I/('.1 &eF-f 2-0//� SEPTIC TANK CAPACITY /O o e. LEACHING FACILITY: (t)pe) 141' //,042 `7e/ (size) ff 32 X Z-S-X/( NO.OF BEDROOMS S OWNER M 41\jr-ro lV i3 e-LCo A'__ PERMIT DATE: Z 2-'7"( 2- - 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) /y Feet Edge of Wetland and Leaching Facility(If any wetlands exist within `� 300 feet of leaching facility) v� Feet FURNISHED BY ,,e f � �uK•l- A A 3 32` l 83 a 3 2 A` 5q' a q LS' '7 r� �ArsS 5 qi d q "- A-6 �S. � � 6 Y.0 1 s 3 A`7 bi � 6 g -7 43' 6 ' A9 q6` 9- ►� 8 �8' 9�' m o 1 No. C r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:J� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphtation for Vsposal 6pstim Construttion Vermit Application for a Permit to Construct( ) Repair(,Q Upgrade( ) Abandon( ) ❑Complete System � Individual Components Location Address or Lot No.2 ToP et d Dnu�z- M-M Owner's Name,Address,and Tel.No. M A^ ofi fir,,`e- Assessor's Map/Parcel 150 G3 6 �l►�[a,- t/�q, (�s 1M,� - 3 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.gi oc 3 4,Z Z.9Z 2 QOX 1ef69 SA,ncl^rne(-� NI.A. e25�'� �iY�ZoI a �oK e�( E-SArc-c.�te oZ)'3-7 Type of Building: Dwelling No.of Bedrooms -3 Lot Size I a6 sq.ft. Garbage Grinder(N Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 O gpd Design flow provided 3 S d_oz gpd Plan Date Number of sheets 2- Revision Date 4 a N Title Size of Septic Tank I cx!)Z) ( ��e Type of S.A.S. e 6,ty 4,14,-4*i S4Urt,__(e -r Description of Soil Sep_ ,Q(An �y Nature of Repairs or Alterations(Answer when applicable) 0-0-e(4-e.—, . r-.'s4(,e co( 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 Bo of Health. Sign . Date 2--( 1k—t2_ Application Approved by Date D �- Application Disapproved by Date for the following reasons Permit No. Date Issued .Z 2 7 / 1 ' �r � No. 6 D f x..a! c; U� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS. Yes ftphta-tion for Disposals m Construction Permit;-, Application for a Permit to Construct( ) Repair(A Upgrade( Abandon( ❑Complete System �OIndividual Components ; Location Address or Lot No.Z b d Or;vZ r t M (� Owner's Name,Address,and Tel.No. M An-i-on F3,,,C-e- Assessor's Ma /Parcel 1 5 o G 3 b � ������e {� ( ��v� P w►�-�s-�n 5 M.�jz MA Installer's/Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.t,).% 3�z z 9LZ uS Ti e l di S A,-\ A e A �C`i v I C 4 :a^j ' t'L-P—` -e v a.S 0^S CX L.9 SA.,4.N,��. �tr- o256�i 5b Zofo Po.OK . SLF�cc.� ict� v253-7 x� Type of Building: `A. Dwelling No.of Bedrooms Lot Size 2- 00 sq.ft. Garbage Grinder(N�A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 gpd Design flow provided -oZ gpd 8 Plan Date (' Z?- ( 1 Number of sheets Revision Date V14 A. -Title- Size of Septic Tank 1 Cad Type of S.A.S. ( e l At y-v l-tva 4V- T4o1$ (.e j-P _w i Description of Soil S�e:2 (A,^ GAJ r-,Lq-3 ' Nature of Repairs or Alterations(Answer when applicable) (A cx-- e of L r° Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in P 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 L Date 2 -( `k-(Z Application Approved by A-, r Date �- r Application Disapproved by Date for the following reasons Permit No. C/ b Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Coutpfiarice THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by T5 o�,54, e S cl 3/`�^,-�A-,-,4 e✓v�c.-e :7 -- r at 2 Q (O B-A (AA, M. (t 5 has been constructed in accordance il with the provisions of Title 5 and the for Disposal{System Construction Permit No.�?d 0 Vb dated a 7 Installer ka env 5-k-g ict SA,n[- ,4 rL Designer V\A e�Q-e,- - #bedrooms 3 Approved design flow 3!�.-2 0 gpd The issuance of this perm tysshalh o be construed as a guarantee that the system will f mc-tion- ",designed. Datejt/IJ 7 // (J� InspectorP 1 V No. e,0 i 1 -U�ln Fee 1(d . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3oertait Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at 2 (, 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:Construct on mus/tibe completed within three years of the date of this permit. , Date �2 7! (7 Approved by Town of Barnstable 'HE `'�, Regulatory Services Thomas F. Geiler,Director • &UtNSTABIZ MAX Public Health Division �p i67q• �� Thomas NlcKean, Director 200 Main Street,Hyannis, 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# f Z Goj b Assessor's MaplParcel Designer: Y✓+e Installer: US -2.J� s�2U ZN G Address: �� b 1 Address: `So k y' ''l�l(� �►'�[' SA�ctw��� U'la o2s� 3 pzO 2 7 On 7—I 2 Ua�S�i1 �L( was issued a permit to install a (date) _ ,p (installer) septic system.at /,�� r Flt.1 UVG based on a design drawn by (address l �`G✓� ��/l (�i� dated lL-2,7111 (designer) I 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. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or an,; 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. OF Mgss9� AA� G (Install r s Signature) o. 140 ff S�fG/STEM a f y 6 NITA? I (Designer's Signature) (Affix Designer's Stamp 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. Q:Health/Septic/Designer Certification Form 3-26. 41doc r a �� _ �_� Town.of Ba-testable. P# 66 Department of Regulatory Services l j = Public Health Division Bate • �'i6�g $ 200 Main Street Hyannis MA 02601 i ��fD µA'I� i I • Date Scheduled ( // Time Fee Pd. 1Aoil' Sztahility;Assessmet fog Sew e Disposal Performed By: Witnessed By r v PIS i LOCATION I& GENERAL WORMATION . Location Address' Owner's Name N� K(X/61 iva Address �. mk(c�-fia-PjS v A.t U.S Assessor's Map/P4rccI: Iso (�.3! Engineer's Name NEW CONS1RUi I0N REPAIR V j Telephone# �r, Land Use _1�i Irk L/ �; Slopes(%) ' "�� U v Surface Stones ? Q Q ft Drinking Water Well ft Distances from: Open Water Body L]o ft Possible Wee Area nn Drainage Way U ft Property Line/Oft Other ft I SKETCH:(street name,dimensiods'of lot,exact locations of test holes&perc tes!�-_L=to wetlands in proximity to holes) — LOT 14 Li '— 0 W IE n m w 5 01 ,-1 - • � '""" EXISTING lFJ`LnP1T � (NOTE 10I O a 1. i I 1 `Parent material(geologiv - �2�✓�rS� I ' Depth t0 Bedrock Parent material(geologic / Weeping from Pit Face Depth to tarroundaa�dr. Standing Water in Hole:' � ' P g . Estimated Seasonal Nigh Groundwater D#,TERMNATION FOR SEASONAL)EnGH WATER T"LE Method Used: I ! In. Depth Clbperved standing in obs.hole: in. Depth to soil mottles: Depth toiweeping from side of obs.hole: I in. croundwater Adjustment ! _ A —factor Adj.arvundwaterlevpl.-- Index Well# _ . Reading Date Index Well level -- PERCOLATION TEST . D$'p Time Observation I Tittle at 9" ---- . Hole# �► i r Depth of Pere Slew e.sf �� ! Time at6" ----- Time(9"-6' Start Pre-soak Time.@ ) - End Pre-soak / ! ,111 Rate MmJlnch Site Suitability Assessment: Site Passed—.2L— Site Failed: Additional Testing Needed(YIN)' Original:.Public 14e;;lth Division Observation Hole Data To Be Completed on Back— ***If percolation test is to be conducted within 100' of wetland,.-Youmust first notify the Barnstable C4#servation Dijision at least one(1)wedk prior to beginning. l DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture 'Soil Color. . i Soil ' 'Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel i7. t I i IOWt. /vlci ram'_ i,®1 C 1� ;, � 2, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel) I`1 -r 2A-'l dam .fq j 'a'A Led AA 14 -6 Sol 10111 DEEP OBSERVATION HOLE LOG Hole# N ,' Depth from' Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons istencv.%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from --S ' orizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consistency. m I Flood Insurance Rate Map: Above 500 year flood boundary No Yes)( Within 500 year boundary No Yes Within 100 year flood boundary No A Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occlring pervt m terial exist.in all areas observed throughout the area proposed for the:soil absorption'system7 Pk If not,what is the depth of naturally occurring pery 'us material? Certification I;certify that on (date)I have passed the soil evaluator examination approved by the. Departmen f Envir ental Protection and that the above analysis was performed by me consistent with the requirl train' ,e pertise 6d experience described in 3.10 CMR 15.017. Signature AA Date Q:IS EPTIC\PERC FO RM.DOC - down cape engineering, inc.SIEVE SOILS ANALYSIS 26 TOPFIELD DRIVE MARSTONS MILLS, MA DATE OF REPORT:11/16/11 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 26 TOPFIELD DRIVE MARSTONS MILLS, MA LOCATION: DARREN MEYER TEST HOLE SIEVE ANALYSIS Weight Sample(Grams): 169.1 SIZE ;WEIGHT RETAINED % RETAINED % PASSED ------ .......... ------------- ------ 1" 0.0: 0.0% 100.0% ------------ --•---------------------- ----------------------�------------------ 3/4" 0.0� 0.0%: 100.0% •-------------;........................_.d----------------------------------------- 1/2" 0.0: 0.0%: 100.0% 3/8" ------•-...........................•r----------------.0%;----------100.0% ------------------------:----------------- #4 0.0; 0.0%; 100.0% ------------�...........................----------------------------------....... #10 38.2 22.6% 77.4% #26-------- ---------•------------ ------------------------ #20 - 89=�a-------------52 6%.-------- 47.4% #40-------- 132.8; 78.5%; 21.5% - -------------r-----•---------------- ----y---------------------r------------...... #50 146.1; 86.4%; 13.6% - ------------:-•--------------------- --------------------- -•---............. #80 159.4; 94.3%: 5.7% ------------ - - .....---------------------- .......--------- #100 163.3 96.6% 3.4% •------------ ..........................�---------------------u------------------ #200 167.6: 99.1%: _0_9% --------------f--------------------------r--------------------------------- PAN: 168.6 100.0%: 0.0% ------------- ------------------------------------------------------------------- SAMPLE: 169.1; NOTE:TEST ON PASSING#4 ONLY, 34.3% RETAINED ON#4<45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3(GRANULAR, COARSE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >98%SAND OF Mgssq y C RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MIN./IN. MATERIAL DANIELA. OJA.LA NONCOMPACTED o CIVIL ° SOIL DESCRIPTION: MEDIUM COARSE SAND �No. 46502 a S�0 ALE � I � �C 7 - Assessor's map and lot number ...�--���Q...:': ��..k:...... Q THE T0�♦ Sewage Permit number ..... .(7�1.{ :,,,,,, House number ......... IN EFnC SYSTEM M 9TADLE, STALLED IN COMP a WITH TITLE 5"�� ,� Y A, . TOWN OF BARNS 3 AL cope A.Fw10 f.: BUILDING INSPECTOR APPLICATION FOR PERMIT TO ......A..o ...................... ....................................... TYPE OF CONSTRUCTION ................ ..0 .Y.......A.1...19. Q TO THE INSPECTOR OF BUILDINGS: The undersigned .hereby applies for a permit according to the following information: Location .. .C).... )0� / 1 ..... 1 .a...........!yl. s5'To/t!, '...... ��� ................:............ Proposed Use SCE7Y P 0�7C �! ............. .......... ............... ........................................................................................................................... ..............Fire District /�S� V!/_tiL Zoning District ......................:.................................. C�CNT�IU/LLE...............1 ................. Name of of Owner .... ...:.. - Address ... � t /-//9i7 siv--s //,- .......... . .......................... ............ ................. Nameof Builder ...S?k1'.....................................................Address .................................................................................... Nameof Architect .... ............................................................Address .................................................................................... Number of Rooms ....I........ ....................................................Foundation ...CAN�( CrC .................. ........................... Exterior ...CC7�/� .... / //lJ('LES....................................Roofing .....&XIO/`fi91-7..................................................... Floors ...........FJN.� C l......�..........................................................Interior .......!Q.r�.r`.w��:�:.................................................... Heatingb!U J..................................................................Plumbing ........Azn&1......................................................... Fireplace .....? P& ...... ...................................................Approximate Cost �� �� . ...................................................... Definitive Plan Approved by Planning Board -----------_______-----------19 Area ......... F~ ... Diagram of Lot and Building with Dimensions Fee ........... ..t:......................... SUBJECT TO APPROVAL OF BOARD OF HEALTH S�Tr e © ��� I►f K!rf� 'iX)Nr� CESSPdol- I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... ..... .... .......................... MARSTONS MILLS EDGE Or PAVEMENT � LEGEND , 30 22.08 ft A = 65.C2 ft -�- PROPOSED CONTOUR , *RMAC ! --- ® PROPOSED SPOT GRADE-- gg -- EXISTING CONTOUR+ 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICETEST PITgGFD DRIVE Li ' L-O T 14 AREA = 23100 sf + LOCUS MAP N.T.S. >0_ �\ GENERAL NOTES: \\ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL w BOARD OF HEALTH AND THE DESIGN ENGINEER. ` Q 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS o I OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE \ LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: ,� �avEO DR`✓EwgY — 310 CMR 15.405 (1) (B): 1) A 2.51 FT. VARIANCE FROM 310 CMR 15.221(7) TO ALLOW LEACHING TO BE 5.51 FT (MAX) BELOW GRADE VS REQ'D 3 FT. (VENT/H20 PROVIDED) 10 ft \\ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. \\ \ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Z QY ENGINEER BEFORE CONSTRUCTION CONTINUES. V 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ! Z Z Z CO 20 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF _ !L � ft THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF J _ f 0 -82 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Lij M _J I-�- 00 C-D� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. _ W 0 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED X � 0- II TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. LL__ I __ O .I O O 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ! W f—LJ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING LEACHPIT TO BE PUMPED. CRUSHED AND REMOVED PER TITLE 5. L L ! FILL WITH CLEAN MEDIUM SAND. (COMPONENT LOCATIONS PER AS—BUILT.) O \ 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION EXI5TING LEACHPIT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY (NOTE I O) AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY °NP 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING °C \ 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. OTHERWISE) TH-2 ° ` 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 1\ \` \ 82 FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 17. PROPERTY IS IN ZONE OF CONTRIBUTION TO WELLHEAD AREA. OF ,yqs� EXIST. 1 ,000 GAL 25.00 ft ❑ �� SEPTIC TANK DA N M.�✓+ Bo No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN � E 26 TOPFIELD DRIVE, M. MILLS, MA c� E ° BENCH MARK Prepared for: Bruce S4#1TA0' 2-1 TOP,O F C O N C BOUND Engineering by: Surveying by: SCALE DRAWN DARKEN M.MEYER,R.S. EcoTech Env. DM M ELEVATION = 78.64 MAP: 150 PD BOX 981 1 -20 BARNSTABLE GIS DATUM LOT.• 036 E4STSANDW/CH.MA02537 (508) 367-8097 DATE: CHECKED SHEET NO. 508462 2922 1 1/27/1 1 DMM 1 of 2 l NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:73.99 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=81.56 OUTLET ANDINSTALL SET TO COVERS 6" OF OVER INLET NGRADE SETTALL TO 6 RISER OF RA EAR INSTALL A 4" DIAMETER ONE CHAMBER (MIN.)AND SETCTION TO 3"P OFT OGVER VENT ���' �F Mgss9�ti 1,-F.G. EL.-80.Ot F.G. EL.=80.50t F.G. EL: 80.0t F.G. EL: 79.50 (MAX.) N LER y� No. 1140 9" MIN COVER/ C/ E� L = 3't L =15' TE L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) E� 0 S=1X (MIN.) 36" MAX COVER 0 S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC E `£4NITk?, 21 11 LLilo.1 6 11.2" TO INV.=78.00 14" INVERT 48" LIQUID INV.=77.74 LEVEL 1 PROPOSED 74.8 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW GAS BAFFLE D-BOX INV.=75.0 DB-5 INV.=73.60 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 1,000 GALLON SEPTIC TANK EXISTING SEWER OUTLET RESTORE VEGETATIVE COVER EL: 78.98 BACKFILL WITH CLEAN PERC SAND TO TOP OF CHAMBERS I75" NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ' • : ' PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=73.99 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 73.60 GRADE ON A MECHANICALL COMPACTED SIX BOTTOM ELEV.= 72.66 INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2) ' 2.83' MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC 5 MIN. ABOVE BOTTOM OF 1 76" -I TANK WITH 1500 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83 = 11.32 IF FAILED, DAMAGED, OR UNDERSIZED. (6.46' PROVIDED) USE 4 ROWS OF 4-16" HIGH CAPACITY (H20) PROFILE 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL.=66.10 _ ADS 16008D BIODIFFUSER UNITS-NO STONE - GAS BAFFLE AS REQUIRED 5) WASHING MACHINE TO BE CONNECTED TO SEPTIC SYSTEM PROFILE NEW SEPTIC SYSTEM, PLUMBING PERMIT MAY TYPICAL SECTION 16" BE REQUIRED. N.T.S. N.T.S. 11.2" DESIGN CRITERIA SOIL LOG P#: 13460 NUMBER OF BEDROOMS: 3 BEDROOMS (PROPERTY IS NOT IN ZONE II) DATE: NOVEMBER 8, 2011 34" ►� SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. SECTION END CAP WITNESS: DONALD DESMARAIS, BARNSTABLE BOH DESIGN PERCOLATION RATE: <2 MIN/IN 1 16" ADS 160OBD (H-20) BIODIFFUSER UNIT DAILY FLOW: 330 G.P.D. Elev. TP- 1 Depth Elev. TP-1 Depth DESIGN FLOW: 330 G.P.D. 79.10 0" 79.30 0" MODEL 16" 1600BD GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) FILL LENGTH 76" 77.68 17" 77.88 17" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: 330 X 200% = 660 GPD, USE EXIST. 1,000 GALLON CAPACITY A LOAMY SAND i A LOAMY SAND EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.94 S.F. 77.10 24" 10YR 4/3 77.30 24" 10YR 4/3 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. B LOAMY SAND B LOAMY SAND SIDE WALL HEIGHT 11.2" •74 10YR 6/6 10YR 6/6 OVERALL HEIGHT 16" DISTRIBUTION BOX: 5 OUTLETS (MINIMUM) 75.52 43" 75.72 43" ) C15ANOY LOAM C15ANDY LOAM OVERALL WIDTH 34" US 4640 TRUEMAN BLVD PRIMARY S.A.S. 73.68 C2 10YR 6/4 65" 73.88 C2 CAPACITY 10YR 6/4 65" 13.6 CF HILLIARD, OHIO 4JO26 USE 4 ROWS OF 4 - 16" 160OBD ADS BIODIFFUSER (H2O) UNITS-NO STON MEDIUM SAND MEDIUM SAND (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. SIEVE O EL. 72.85 2.5Y 6/4 2.5Y 6/4 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) 70.68 C 1,01" 70.88 C 101" PROPOSED SEPTIC SYSTEM/SITE PLAN (BIODIFFUSERS) 16 UNITS x 6.25 LF x 4,73 SF/LF = 473 SF MEDIUM SAND MEDIUM SAND DESIGN FLOW PROVIDED: 0.74(470 GPD/SF) = 350.02 GPD > 330 GPD req'd 66.10 2.5Y 7/3 156" 66.30 2'5Y 7/3 156" 26 TO P FI E LD DRIVE M. MILLS MA Prepared for: Bruce PERC RATE <2 MIN/IN. ("C'LHORIZON) R�ItV� ? NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN JOB. N0. DARRENM.MEYER,R.S. EcoTech Env. NTS D.M.M. T 1, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017 po BOX 981 to conduct soil evaluations and that the above analysis has been performed by me consistent with the 508 367-8097 DATE CHECKED SHEET NO. passed the Soil Eval. Exam in October, 1999. EAST SANDWICH,MA 02537 ( ) requirements of 310 CMR 15.017. I further certify that l have p 508-3622922 11/27/11 D.M.M. 2 Of 2 t