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HomeMy WebLinkAbout0087 HIGHLAND DRIVE - Health 87 Highland Drive Centerville A= 190-048 46 UU ® �S UPC 12534 �a No.2_ 153XOR NASTM09,UN I TOWN OF BARNSTABLE Y LOCATION �7oG�L�a� �i'IV/: SEWAGE # 2MQ7 VILLAGE 45e-;ncv l//11G ASSESSOR'S MAP & LOT/90—DJ/2 INSTALLER'S NAME&PHONE NO. J-09 a-9738 2s,��� SEPTIC TANK CAPACITY /SoD LEACHING FACILITY: (type) (size) NO.OF BEDROOMS ? BUILDER OR OWNER VAZ-erl'e &rroo,2 r PERMITDATE: //-• 4-49 COMPLIANCE DATE: /6-M-09 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 leachi g facility) Feet Furnished by -s L_ ask zs a�, -� �o.s� y ,��. Q o s _-�-; v ��, �� « No., : Fee IFT THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z(PpliCation, for �Diopozal �bpztem (4onotruction Permit Application for#'Permit to Construct(i,� Repair(,&)--Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. 4� /-1 f /;� Owner's Name,Address,and Tel No �i 4 7evw/i%/� V.4/aj e (1s ti-ZiWe Y Assessor'sMap/Parcel /(a _a 4 .4 -� Ins ller's Name,Addres ,and Tel.No. $� Designer's Name,Address and Tel.No.,�f>CY_Y�� '2��2 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 3 Rau/ or- .S^ /G " /W S i b fo/i=�v��� LvY rA /l/v 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 Hea th.�/ Signed /�eC Date Application Approve Date Application Disapproved by: Date for the following reasons Permit No. J s Date Issued .,--^.••-w 2 �t �, .Fe- ..: ;� ,,,...., .. .1 � ,.•-•w....-i",-. y .;S",`. i"t..Iw^i:a, �..,-.�.., r ..r....-..^..-.-•off.:.,. . .-_ _ No. 5q _ y, Fee THE COMMONWEALTH OF MASSACHUSETTS THE in computer: 1' P-Q1 -HEALTH DIVISION - TOWN OF BARNSTABOE, MASSACHUSETTS, Yes Rvulftat ou° for migw5ar 6pgtem 5tructton Permit Application f r jd Permit to Construct((,ram Repair(41-Upgrade O Abandon'( ❑Complete System ❑Individual Components Location Address or Lot No. 1 �(G,qh� r)04 8 y� Owner's Name,Address,and Tel.N C/arl ✓�/.u^� e �1S tI^l000.4 r Assessor's Map/Parcel In taller's Name Addre s,and Tel.No.5O� _yZ � Designer's Name,Address and Tel.No..68"��i Z ' 92 2 .1os-epd, b E , pAV;a parr ch y-«- fS'/ C^W sw.� k'� 'lope of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) �' Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) t zaa (ro �„� �au/ ©F S" fG " /�l�.3' f'i v 1)i�,�yi=y's' c.ci�rd� /1/� S",►aEa.e,. 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 He lth. Signed 1�i1/Ltr2,, Date ) ' Application Approved,.b -- Date (p Application Disapproved by: Date for the following reasons Permit No. J<' Date Issued —————— ————————————————————————————————---—— THE COMMONWEALTH OF MASSACHUSETTS y BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (4--) Repaired ( Upgraded ( ) Abandoned( )by Q S G,Vhf at. 9 7 ffiah t oot F .Dr l V,= 61570 rkie has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�R 35 41 dated 1 1 j) /43 Installer�/Zy 400h/ Designer VAgpe/=dJ 04-4Vl/I #bedrooms 3 Approved design flow , �5�3D gpd The issuance of this permit shall not be construed as a guarantee that the system w'71- e'tJon as 7esignedd..` Date (I 1 1 (fit A Inspector_ �cY -----�—(—')C—�------------------------------------ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=igpogar 6pgtem Construction Permit Permission is hereby granted to Construct ( E.-) Repair (�'"f Upgrade ,( ) Abandon ( ) System located at 3 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction 1pust be completed within three years of the date of t is p t. Date /0 6 /1 Approve , 1 • APPLICANT: �frt '`�' '" • ' ADDRESS: �I M&K"YD DP-.wE DESIGN FLOW: j 3 ` gPd ' REVIEWED BY: .. _ DATE: : r N/A f . OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u) Locus Provided 310 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1"=20'or fewer for t. components) 310 CMR 15.M(4)] X f Easements shown [310 CMR 15.220(4)(b)] X t System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is re uired 310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) ! [310 CMR 15.220(4)(d)] Location all buildings existing and proposed'310 CMR'-,: 15.220(4)(c)] Location and dimensions'of system components and reserve areas [310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(f)] ; daily flow septic tank ca aci '(required andprovided) soil absorption tion system (required andprovided) } whether system designed for garbage grindei x North arrow [310 CMR 15.220(4)( )] Existing and ro osed contours [310 CMR 15.220(4)( )] X Location and log of deep observation holes (existing grade el. on each test) 310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] X Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] X Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator[310 CMR 15.220(4) ')] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] X Location of every water supply,public and private, [310 CMR 15.220(4)(k)] X . Address '?? DR. � �EnIT�Q✓lu.0 j +y c�`{1{ ``j Sheet l of 7 J t Pressure Dosed System ? Provided pump and piping calculations as re uired,. 310 CMR 15:220(4)(r)] X Pressure dosing required on all systems>2000gpd or alternative �. systems undef4trnedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] �( If used in gravelless system - make sure jet is directed as not to scour soil interface [Guidance Document] _ X Inspections once per year(systems<2000 gpd) or quarterly (>2000 d)good to note on plan 310 CMR 15.254(2)(d)] _ X Construction in fill -Did the plan specify that the fill shall meet rdesigener specification of310 CMR'15.255 3 ? x ervious barrier and/or retainingwall ? Guidance Document] Impervious barrier installation must be supervised by 310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional _ Engineer [310 CMR 15.255(2)(a)] X Side slope not exceed 3:1 ? r310 CMR 15.255(2)] Breakout requirements met? [310 CMR.15.252(2) and- Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] X .ra=NEW Check DEP Approval letters'for credits and design conditions X + If used with pressure dosing do not allow pressure discharge - to scour soil interface X a - Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? X Is the technology being properly applied and does it meet all _ DEP Approval Conditions? . . .X Is there a note on the plan regarding the requirement for perpetual maintenance agreement? X Any alarms involved on separate circuits X" Did the applicant submit an operation and maintenance manual? X -Has applicant submitted a copy of a maintenance X F Are the variances listed on the plan ? [310 CMR 15.220 (4)O �( RLS Stamp necessary on plan if a component is within five [feet of property line [310 CMR 15.412(4)) X New construction or increased flow proposed - [Refer to 310 CMR 15.414] ; I( Address 07 �16��A�1✓�2� t!-+ 112J/1L(�� ` �':, 1'. _ � r ,;1" 1'�r��, t �� Sheet 6 of 7 �; v Is the system in a Designated Nitrogen Sensitive Area(Zone 11 for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such X existing systems] Is the system proposed on the same lot as served by private well ? X [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] X Pum in to se tic tank? [ 310 CMR 15.229 X Shared S stem [310 CMR 15.290 Address g? Sheet 7 of 7 i Town of Bk-nsta•ble. P# Department of ReLulatory Services Public Health Division Date 1v treat$, I K �bJy, ems$ Zoo Main Street,Hyannis MA 02601 Date Scheduled ' Time- ' Fee Pd. j u� r it Suitability ASSeSSmel'nt for Sewage isposal Performed By: 1 Witnessed By i LOCATION& GENERAL INFORMATION Location Address'• 1 {i1G,1{(,k,J� D �/ Owner's Namc \/ L r US— ` 'V'I[ Address 9-7R1b4{L,r�e�D {�f.. . -erCV l Assessor's Map/P4rcel: l�� o 4 8 Engineer's Naine �a ^ ��t NEW CONS7RUt'170N REPAIR � I "•Telephone# 50Q AA''--__ __ Slo es Stir'facestones /� Land Use t• ''/ P '(96.) � Distances from: (Jpen Water Body � C,7C�ft ' Possible Wet Area �l ft Drinking Water Well'S/.� ft T)rainage Way. 14 ecp ft. Property unc '� ft Other ft SKETCH:($treet;name,dimensiods'of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) O l W C=) a I t --4 n � I t I EXISTING m / I DWELLING I I _' 7:P tV CO TOP rjF F D f fJ A, � , I Z'� Is« I \1 I I I I , � t I ^REPO 0565 eF •' I I \ � I _� Parent material(geologic) ILLif�-� �rL "1 I Depth to Bcdroek I✓ Depth to Groundwa�dr. Standing Water in Hale: 'Q Weeping from Pit Face Estimated Seasonal High Groundwater DtT- ERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: __in. Depth to soh ltlotticss Depth C!4erved standingltn obs.hole: I in. Groundwater Adjustment Depth to weeping from side of obs.hole , A ,factor Act.Urnundwater 1041,,... Index Well# Reading Date index Well level -- i PERCOLATION TEST . Dole_._/...._. 'P a---- Observation - I Tittle at 9" ` � -----�' Hole# ' O 3• s'6 Time at G" Depth of Pere Time(9"•6") L•1---- _ Start Pre-soak Time.(? lot?- End Pre-soak g 3 ? ��.;.�; �,;•� ZGO r.M Rate MinJinch Site Suitability AssessmenC Site Passed" Site Failed; Additional Testing Needed(YIN) Original:,Public He'�lth DivisionI.Observation Hole Data To Be Completed on Back— *** ercola ipn test is to be conducted within 100' of wetland,.-You must first notify the If p � . u......crahte C!4i servation DiN ision at least one(1)we&prior tobeginning- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ns' enc Gravel d toJ7 A �� a o r�41� 1414 10 ni 3�7`•-�?!J'' Cow 2.5• qt, l2fl"_ Z . Sand Z•5Y 714 F-i DEEP OBSERVATION HOLE LOG Hole#_� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsistency.%Gravel) to Q,4 '� A 10 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) SDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# N Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ni Flood Insurance Rate Man: Above 500 year flout boundary No_y Yes Within 500 year boundary No^ Yes Within 100 year flood boundary No x Yes Death of Naturally Occurring Pervious Material Does at least four.feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? )�ZS If not,what is the depth of naturally occurring pervious material? Certification I certify that on !O (date)I have passed the soil evaluator examination approved by the Department of EnvironmentalTrotection and•that the above analysis was performed by me consistent with the requir 'ping xpertise a d experience described'in W CMR'15.017. 9 Signature Date Q L,.107 Q:\SEFnC\PERCFORM.DOC Nov lZ 09 03: 45p p• 1 Town of Barnstable Regulatory Services Thomas F.Geiler,Director • w.nrerwera - �,� Public ea lth bivision �Eo,aa% Thomas McKean, Director - 200 Main Street,Hyannis, MA 02601 Office: 503-362-46" Fax: 503-790-6304 Installer& Designer Certification Form Date: o Sewagle Permit# Z�-Vo —A,,sessor's L*wIaplParcel a g DeSibner: � � Installer: Sk�t" Address: �8� Address: ozs�7 on i was issued a permit to install a(date) (installer) septic system at 4L6q*140 D P-VJe. based on a design drawn by dated 09K Oq (deslgneC) 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!;�e distribution box an&'or septic tank. I certify that Ile septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or an;: vertical relocation o`.�any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. DAFg FJ M. MEYER -. (I staller's Signature) No. 1140 `^ �NITA , esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLCUBLILCC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE 1SS_UE_D UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE R_ECEIVED BY THE B ARNSTABLE PURIJC HEALTH DIVISION. THANK YOU. Q: HealdvSepric/Designer Cenitication Form 3-26441doc K LEGENDS 9� PROPOSED CONTOUR SITE 'Po yO p ® PROPOSED SPOT GRADE y EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE k. <; W— EXISTING WATER SERVICE �$ TEST PIT BENCH MARK PAINT SPOT ON �l� Esi C COR ONC STEP %� ,/ I OF ELEVATION = 8. 1 i // ��/ Gr;'� — _ —' J_ Fa /E-i, C,� =— - — _ �-��' c•_ ' LOCUS MAP N.T.S. BARNSTABLE GIS DATUM _ i y `I GENERAL NOTES: ` i W I 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL v j Z I r BOARD OF HEALTH AND THE DESIGN ENGINEER. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: - 310 CMR 15.405 (1) (B): 1) A 0.71 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE 3.71 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE L/�-J���-- -� l 7i DESIGN ENGINEER. E x I \ T I °�- l I 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING \�• / I I / I I I\� i 7 l i FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \\ 'j ► I / LJ ,J'%C ENGINEER BEFORE CONSTRUCTION CONTINUES. c / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 1J l 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF I I rOP / CD HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1 _ OF-_ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LO / I ` I� EL 5 28Ur� / ? 4 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 1 TH—2 / CONSTRUCTION. /TH-1 �� N _ / 10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. \\ �' / sg 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION ' "' / / 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY //i AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY E J , j 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING L� "^�' limy vorts '3�Ca. Existing Cesspool 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. OTHERWISE) AREA = 105�5 sf + y� '� 1 / / 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW I /� / i (Note 10 l � FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 17. PROPERTY IS IN ZONE 11 OR NITROGEN SENSITIVE AREA. OF Mgss9� 1f i(', 17. INSTALLER TO FIELD VERIFY H2O CERTIFICATION PRIOR TO INSTALLATION. DAR M. _�► o No. liko c/ST PROPOSED SEPTIC SYSTEM UPGRADE PLAN I t / / 87 HIGHLAND DRIVE CENTERVILLE, MA �NITAR�P� J` _� / G MAP: 190 Prepared for: Valerie Ostrander LOT: 048 DRAWN Engineering by: Surveying by: SCALE SURVEY REFERENCE: L CPA,C156099 DARRENM.MEYER,R.S. Eoc-Tech Environmental 1„=201 DMM PLAN OF LAND BY CHARLES N. SAVERY, RLS PO BOX981 EAST SANDWICH,MA02537 (508) 364-0894 DATE: CHECKED SHEET NO. DATED: MARCH 1, 1960 508-362-2922 10/31/09 DMM 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:51.29 FOR A DISTANCE OF 15' AROUND THE, ' PERIMETER OF THE S.A.S. 'r' SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. I T.O.F. EL.=58.28 INSTALL OUTLET ANISERS D SETa COVERS OVER INLET &TO 6" OF FINISH GRADE SETTALL TO 6"I OF GRADE INSTALL A 4" DIAMETER ONE CHAMBER (MIN.) AND SET TION TO3"POFTF.G. R GAR. LlV RMp � OF �gsS9�y • RM F.G. EL.=56.5f RM D 11R1 Ed+! Gr F.G. EL.=56.5t F.G. EL: 55.25t F.G. EL: 54.0-55.0(MAX.) VENT R r� a L No. 1140 FAM. KIT DIN Bth L 10'"t 9" MIN COVER/ L = 35' L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) RM RM BED C/S1 0 Sm1� (MIN.) 36" MAX COVER 0 S-l% (MIN.) O 5=Ix (MIN.) Bth RM £4NITAR�pa 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC [;1 _P01 14 s 11.3" TO 10i311DI INV.= 54.5 48"LIQUID INV.=54.25 INVERT FIRST FLOOR LEVEL PROPOSED CASE D BOX INV.=51.80 3 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE 32.0'/ROW =DB-3(H-10) INV. 50.90 INV.=52.0 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1.500 GALLON SEPTIC TANK , RESTORE VEGETATIVE COVER EXISTING SEWER OUTLET INV.= 55.78 BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=51.29 GRADE.ON A MECHANICALL COMPACTED SIX INV. ELEV.= 50.90 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 49.96 EXISTING SUITABLE 310 CMR 15.221(2) 2.83 MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED 5' MIN. ABOVE BOTTOM OF 76" - T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 3 x 2.83' 8.49' (6.96' PROVIDED) USE 3 ROWS OF 5-HIGH CAPACITY BOTTOM OF TESTHOLE EL.=43.0 ADS BIODIFFUSER UNITS-NO STONE PROFILE W/ CONTOURED WEDGE SEPTIC SYSTEM PROFILE TYPICAL SECTION T 16' N.T.S. wra 11.2". DESIGN CRITERIA SOIL. LOG P#: 12740 NUMBER OF BEDROOMS: 3 BR EXIST. DATE: OCTOBER 22, 2009 h 34"-� SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. SECTION END CAP WITNESS: DAVE STANTON, BARNS B.O.H. DESIGN PERCOLATION RATE: <2 MIN/IN TP-1 TP-2 16"" HIGH CAPACITY H-20) 610DIFFUSER UNIT Elev. Depth Elev. Depth � f DAILY FLOW: 110 G.P.D/BR. 54.0 A LOAMY SAND 0" 54.5 A LOAMY SAND 0" DESIGN FLOW: 330 G.P.D. MODEL 16" HICAP GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 53.17 e 4 ,0" 53.67 a 10YR 4/1 - 10" LENGTH 76" SANDY LOAM SANDY LOAM NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE NEW 1,500 GALLON CAPACITY 10YR 5/8 10YR 5/8 EFFECTIVE LENGTH 75" To CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.94 S.F. 50'92 Cl 37" 51.42 Cl177 37" SIDE WALL HEIGHT 11.2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. '74 FINELOAMY - LOAMY- OVERALL HEIGHT 16" DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) FINE SAND OVERALL WIDTH 34" 4640 TRUEMAN BLVO PRIMARY S.A.S. 2.5Y 6/6 PERC 0 49.33 2.5Y 6/6 13.6 CF HILLIARD, OHIO 43026 USE 3 ROWS OF 5 - 16" ADS BIODIFFUSER H-20 UNITS-NO STONE CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. AND EXTENDED 0,75 W/ CONTOURED WEDGE C2M 44.0 ,20" 44.5 120"EDIUM SAND PROPOSED SEPTIC SYSTEM SITE PLAN S EDIUM SAND " BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) . / 2.5Y 7/4 (BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.63 SF43.0 FM 132" 43.5 132" 87 HIGHLAND DRIVE CENTERVILLE MA (CONTOURED WEDGE) 3 ROWS x 0,75' x 4.70 SF/LF = 1.0.58 SF PERC RATE <2 MIN/IN. ("C" HORIZON TOTAL AREA = 451.21 SF ) Prepared for: Valerie Ostrander DESIGN FLOW PROVIDED: 0.74GPD SF 451.21 SF = 333.89 GPD > 330 GPO re 'd NO GROUNDWATER OBSERVED / ( ) q Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. Eco-Tech Environmental NTS D.M.M. y- • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO Box 981 (508) 364-0894 DATE' CHECKED to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA 02537 SHEET NO. requirements of 310 CMR 15.017• 1 further certify that I have passed the Soil Evol. Exam in October, 1999. 508-362-2922 10/31/09 D.M.M. 2 of 2