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HomeMy WebLinkAbout1600 SANTUIT-NEWTOWN ROAD - Health ter--- 1600' S.antuit-Newtown Road " s Cotuit 7 - - - ---- - -- - - - - - -- - A- 024-017 Y l ' TOWN OF BARNSTABLE LOCATION (p( S } ,� AJA c/V" ad SEWAGE# .20/U VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. Aom W i Ok 01,11,64 4A Je j %Zdc ((0 SEPTIC TANK CAPACITY S-o -j 1 LEACHING FACILITY:(type) ( 0) ft-(r 3 It 2<= (size) NO. OF BEDROOMS\ V OWNER c PERMIT DATE: q 2 Z Z vlo COMPLIANCE DATE: 9 0 fiil z o io 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 Ci fl y -&.J'C� p7 ,(J4_J I-I- 2 �3. �l act-a t3? 3`7. 63 y 2 u cif-f �b t,4r, o B� bto.0 No. Fee l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppifcation for Di5po5ar *p5tem Construction permit i Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) K Complete System ❑Individual Components Location Address or Lot No: / 1U) Owner's Name,Address,and Tel.No. L,��► R l� OurZ Ice Assessor's Map/Parcel t'-7 s/4lLL Installer's Name,Address,and Tel.No. e 4l e,w;r& En-�2fe4$0 Designer's Name,Address and Tel.No. c�ZS L(a2�c 7 0 3eK 763 J L.'�^1.�.a.:rf LffS`( Lrran Lam,,rt.,;1 L c Type of Building: Dwelling No.of Bedrooms Lot ize 1a 7? s ft. Garbage Grinder ( ) Other Type of Building No.o ons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) q y0 gpd Design flow provided S 3 Z. TO gpd Plan Date 4�- I.t- be 10 Number of sheets Revision Date Title /boo 5 4"7_ - Size of Septic Tank 1 .1 O'0 ✓*"cz> Type of S.A.S. Description of Soil e,5:� Nature of Repairs or Alterations(Answer when applicable) {N G r d ��'—/O 15 yb Tl�, C-) — 3r- 13 30 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 lth. �+ Signed M. y Date ! Z-2. ^ 2 010 Application Approved by to Application Disapproved by: Date for the following reasons Permit No. Date Issued N. r '+-i, n> Fee yTHE COMMONWEALTH OR MASSACHUSETTS Ente in computer: N R PUBLIC HEALTH DIVISION - TOWN OF, BARNSTABLE, MASSACHUSETTS", Yes ytt . 1 x Ropl cation for'Dioo al *p�tem (Con,5truction Permit Application for a Permit to Construct( ) Repair) Upgrade( ). Abandon( ) Complete System El Individual Components Location Address or Lot No. (a bo 5-1 wt- v r, �� ft� Owner's Name,Address,and Tel.No. 4 n;]�) 1�,4 �v') Z IC Assessor's Map/Parcel 2 �- ' d / Installer's Name,Address,and Tel.No. P e E„ -err /!)" Designer's Name,Address and Tel.No. ct p a 7�-3 J; C . tn�, ,;r Z a'( Cr.a ...i (�-7 Type of Building: � Dwelling �`No.of Bedrooms t' Lot size 1 7 7 J ,� sqe ft. Garbage Grinder ( ) ,- Other Type of Building 1` No.o Per o� Showers( ) Cafeteria( ") Other Fixtures a Design Flow(min.required) �� gpd Design flow provided 5 3 2. . 8 0 -gpd Plan Date �( 2 o v Number of sheets Revision Date Title / Size of Septic Tank i S o-o /4 ^(,) Type of S.A.S. Description.of Soil is M Nature of Repairs or Alterations(Answer when applicable) PU e iJ 6 w j/I C (� ,� j 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 Date ' �- 2 o to _ APphcapon Approved by. f I _ -` / .. - f gate. . .. . -Application Disapproved by:': Date / for the following reasons Permit No. Who `) Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (�O Upgraded ( ) Abandoned( )by le,4 J.d1-P C--to 4(0, ")-e3 L(- c- at rn-, tj e.L,,tQ, ,,,r, j ha sr en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. [ ( dated Installer Ce e9e.J;&-c_ C l V 1 j1 J1 cS Designer � • �. F r, #bedrooms c/ Approved design flow `! gpd The issuance of this per' it shall not be construed as a guarantee that the system wi(fund nund n a designe . Date 1 ) Inspector , Kr✓ — —— _ _ — --- —r — — — — —-- -- — f Fee THE COMMONWEALTH OF MASSACHUSETTS t PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS x1i5po.5al *p5tem Construction Permit Permission is hereby granted to Construct ( ) Repair (X\ ) Upgrade ( ) Abandon ( ) System located at SA-�, Q" (L12 r....j:k 60 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: Constru cti� n u st be ompleted within three years of the date of this Date Approved by perm // 0 Tow><i of Barnstable Regulatory Services Thomas F. Geiler, Director aNARtWARLE, A Public Health .Division MAAB. i6 Thomas McKean,Director 200 Main Strect, flyannis,MA 02601 Offic-: 50$-862-4644 1tax; 50t-70. n ,y ;Date: 10 _ 7--10 Sewage Permit#2010- 38� Assessor's Map/Parcel r Installer & Designer Certification I+osrg Designer: _ � E� jtr�e c n 'v�C_ Installer: C�n��ew;ricr._ Er�Ee��;c sAddress: e-� ti51 (cV��c{� i�^�7w� Address: 0. .. ` p -a73�a�'�7 02c��L 22-Zda® C t7ti -_ _ �. .._ �,5l�_was issued a permit to Install a. ' (date) _ (installer) septic system at k b0U S0(-)Au(t based on a design drawn b) (address) S L Crt�acctee.c�r��? Cvic;•. dated Se,Ferrbc.� _ (designer) --- �_�_ 1. 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'tile distribution box and/or septic tank- Stripout (if required) was inspected and (lie s,+ill, were found satisfactory. _ 1. certify that the septic system referenced above was installed with major changes mc. greater than 10' lateral relocation of'the SAS or any vertical relocation of'any component Or the septic system) but in accordance with State& Local Regulations. Flan revision or certified as-built by designer to Follow., Stripout (if'required) s-ected and the s+.,ils were found satisfiac.tory. Tn w"`tis JOHN l.. CCHUHCtill.... a _ _...___..-..— ..__ ....._.. JR. (l ler's Signatu lv,c. A46U esif,ner (Affix De gn l-lcre) .r • SE RETURN 'I o ARN, ;ABLE PUjjQC HEAL' DIVISIQN, CER'nVI 'A-VE OF ' -WILL NOT BE ISSUED UNTIL TH THIS FOR.M. AND AS- BUILT CARD ARE Li;EgrIVED BY THE BA,RNSTA.BLE PUBI �)ICAL'TII DI�rISI()N: ''THANK Y(.)L1, 1 q ,ufl ee lilrrnsklc9igncr,crtili.a�tini •m due T0 'd 2-920 2LZ 809 ONIN33NI0N30r Wd 8T : tl0 010Z—ZZ-100 Town of Barnstable P# �p Department of Regulatory Services s BAMffABV. : Public Health Division Date1F/�q M 200 Main Street,Hyannis MA 02601 Date Scheduled U Time I 3° i Fee Pd. JO ' Soil Suitability Assessment for Sewage isposal Performed By: BTGi4em Pf• berltit ri Witnessed By: 1 S n LOCATION & GENERAL INFORUNTIOIN Location Address (6 U 0 S 4" New ow� Owner's Name �v Z ke �— � f�ccic� Address 50vt,e Assessor's Map/Parcel: 0,;�"I _ 61-7 Engineer's Name C C.pe Wrcfe C'v f4oieett S Cott , NEW CONSTRUCTION REPAIR Telephone# ,50 6-V 3 —03 7 7 Land Use ReS IGf cinfir,( � I a+Wk\ Slopes(%) 0"3 14 Surface Stones ►`I ail Distances from: Open Water Body j100 ft Possible Wet Area �100 ft Drinking Water Well N(A ft Drainage Way ?1 d ft Property Line 7 1 0 ft Other A ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) C, C-n t , . a i j �Parent material(geologic) ®L�t"v>}�tS� Depth to Bedrock 13 16f_ _. _ 5 Depth to Groundwater: Standing Water in Hole: Weeping from pit Face 6Yt� Estimated Seasonal High Groundwater > I, S&S DETERMINATION FOR SEASONAL HIGH wATEXTAKE Method Used: Dif,-a do5e VO ki"q Depth Observed standing in obs.hole: 7 t',2 f - in, Depth to still tttottles: ._ _t 32, _ in, Depth to weeping from side of obs:hole: '7 t_3 2 In, Groundwater Adjustment____ � ft• Index Well# _ Reading Date: Index Well level^ __ Adj.factor Adj.Groundwater Level vERCOLATION TEST ]Dte 15�orla1ei8aC Observation Hole# 3 Time at 9" Depth of Perc �gr' �� Time at 6' Start Pre-soak Time @ 10t31 '&V) Time(9"-6") End Pre-soak Rate Min./Inch 4 Vkin ►, a fn1,1in Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) '`r Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. QASEPTIC\PERCFORM.DOC i DEEP OBSERVATION HOLE LOG pp Depth from Soil Horizon Soii Texture Soil Color Hole# Surface(in.) Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0��� A LS 10Y19.31- 36-q2. C;1 FS L 2.,`K,5/3 qz-1-3q C.2 P9-C sub 2 S-Y 6 14PS°o ✓Z DEEP-OBS.E+RVAT1-ON 1!OLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel ®-/ I A Iq '36- q1Z DEEP`OBSERVATION HOLE LOG Bole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel G._ 1 ,5 14`�i23 I��ne 1 1 - 3 i o° lZ -�31Z, 6 f i DEEP`OBSERVATION HOLE LOG Tole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten o Gravel P 12-- 1 & Flood Insurance Rate Man: A Above 500 year flood boundary No_ Yes_.X Within 500 year boundary No x Yes Within 100 year flood boundary No Yes _ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery ous material exist in all areas observed throughout the area proposed for the soil absorption system? __ If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experiencedescribed in 310 CMR 15.017. Signature v�-3'' Date Q:4SEPTIC\PERCFORM.DOC I TOP OF FOUNDATION = 74.0'± FINISH GRADE OVER D-BOX= 73.0'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 72.9' -72.5' G E N E RAL N OTC S f- PROVIDE EXTENSION RISER SLOPE @ 2% MIN. WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 73.2'± REMOVABLE WATER-TIGHT COVER OVER ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 73.5'± - 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. RISER TO WITHIN 6"OF FINISHED GRADE 20"MIN.ACCESS 36" MAX. } } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9„MIN I I DESIGN ENGINEER. PROP. PVC PROP. PVC 36"MAX. 36,"MAX.N. TOP OF SAS/B.O. - 69,99' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE - SEWER PIPE 5" DIA. OUTLET(S) SYSTEM UNLESS OTHERWISE NOTED. MIN.SLOPE @ 1% 6" 3" 2" DROP MIN. 3n 9" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN �- 3" DROP MAX. MIN.sLOPE�1% L=2± JOINTS (TYP.) ELEVATION =69.99' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS 10" 4" PVC IN FROM 1.08' Q " 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" 69.80� SEPTIC TANK O 4" PVC OUT TO 0 59, (TY[E M [E iP.) t3"(TYP) 13 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY + 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 70.05' 12" 6" 48" OUTLET TEE 69.75' MIN. 69.58' 69.50' 68.91' (laid flat) 2.875'(34.5")�I CLEAN SAND 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 5.0 GAS BAFFLE 6"CRUSHED STONE (TYP.) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 13.6'TO FND COMPACTED BASE REQ'D 30.0' AND DESIGN ENGINEER. 6"CRUSHED STONE 1 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 75.00, OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 61 .50' BIODIFFUSERS (END VIEW) ESTABLISHED ON A NAIL SET IN A TREE AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK H-10 PIPES TO BE LAID LEVEL. 30 BIODIFFUSERS (PROFILE) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION ( ) - ) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10' 6' WIDTH 5' 8" DEPTH 5' 81' (Dimensions per Wiggin CROSS SECTION VIEW '(BY ADVANCED DRAINAGE SYSTEMS INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp.,Pocasset,MA) TO THE DESIGN ENGINEER. "CONTRACTOR TO VERIFY THIS ELEVATIu� SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 30 - ARC 36 (#3613 B D) BIODIFFUSERS REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING _ .� �y�� ; v v v v •� � � TEST PIT DATA TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM Pon PERC NO. 13054 PERC NO. 13054 APPROPRIATE AUTHORITY. �,► �� f r, "� ' Y `a= 38 INSPECTOR: David W. Stanton, R.S. INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EVALUATOR: Bradley M. Bertolo, E.I.T. EVALUATOR: Bradley M. Bertolo, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. July 2003 Jul 2 C.S.E. APPROVAL DATE: C.S.E. APPROVAL DATE: y 003 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 1� t + Q ._h\ti DATE: September 15, 2010 DATE: September 15, 2010 TEST PIT#: 1 TEST PIT#: 3 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE _ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ryMAP 24 = .. ELEV TOP= 72.50 ELEV TOP- 72.70 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, = M ELEV WATER= <61.50' ELEV WATER= <61.70' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). _. PARCEL 17 - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN � 92,774 S.F.± Benchmark t � ��t '_ e s � �.� PERC RATE _ <2 min./inch PERC RATE _ <2 min./inch 2/ !� ZONE 2 i ,� SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. c- ti i ♦ Nail Set in Tree N � ��� r Elev. =75.00' • . DEPTH OF PERC = 60n-78" DEPTH OF PERC= 50n-68" 16. PROPOSED PROJECT IS LOCATED WITHIN: v o Approx. M.S.L. `#!► ' ��$`, TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 ASSESSOR'S MAP 24 PARCEL 17 Y Q � THE N ,�' - - �LI E. % �� OWNER OF RECORD. LINDA ANN BUTZKE 00 /v� • 'f- .... ' r' 4 n " ADDRESS: 1600 SANTUIT-NEWTOWN ROAD O 0 72.50 0 72.70 a �/ N\ J ' ,, �� A Loamy Sand A Loamy Sand COTUIT, MA 02635 , " 10Yr 3/2 10Yr 3/2 Q LSA P N, *A, / / . • l! 14" 71.33' 12" 71.70' 0 / r. / / r LOCUS B Loamy Sand B Loamy Sand FEMA FLOOD ZONE C , 10Yr 5/6 10Yr 5/6 COMMUNITY PANEL# 250001 0021 D 36" 69.50 38• 69.53 o � / � �, -- � - � y � Fine Sandy Loam / ti� = C-1 2.an y 17. DEED REFERENCE: BOOK 20619, PAGE 247 \ ) ¢e • r fit. fi 42" 69.00 50" 68.53' 1 ' ' O / / < • Per " 18. PLAN REFERENCE: PLAN BOOK 169, PAGE 21 = PLAN BOOK 49, PAGE 105 C/O�TYP OF 2) , ' f Qp / 1 f 60" 67.50' 68" 67.03' / ,o \ 5,5, � / Perc 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. J QW �$� r on 0J 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY • ' ` �y •" FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY /� o / ���• \ F _�O� J .`�C'i y ! _ �yy •_ Q C-2 Medium-Coarse Sand C Medium-Coarse Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2.5Y 6/4 2.5Y 6/4 � � Q� Py� \ � ���� � � �• (15%Gravel) (15%Gravel) Cij /� i0or.�ED AREA] _ 1600 0P \G.�� 2q M TP 3 EXISTING ✓ o �`' 231 >,`+' 3-BEDROOM _ 1 LOCUS PLAN /72.7 1 0 DWELLING _ 0 er / TOF = 74.0'± y �' SCALE: 1" = 1000' o f °`' O O O \� p �C , 0 132" 61.50' 132" 61.70' O ,��• �$ `5 No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed PROPOSED INSPECTION , / RESERVE �61 ----- ''g DESIGN DATA TEST PIT DATA TEST PIT DATA LEGEND PORT (TYP OF 5) / .A \ \ J PERC NO. 13054 PERC NO. 13054 INSPECTOR: David W. Stanton, R.S. INSPECTOR: David W.Stanton, R.S. 50xO EXISTING SPOT GRADE / _., Q,H - 30.0' © EVALUATOR: BradleyM. Bertolo, E.I.T. EVALUATOR: BradleyM. Bertolo, E.I.T. / / oiHiw / NUMBER OF BEDROOMS (DESIGN) 4D - - -- 50 - - - EXISTING CONTOUR 72 1' �� 1 C.S.E. APPROVAL DATE: July 2003 C.S.E. APPROVAL DATE: Jul 2003 72.5 p PROPOSED ,500 110 � y / TP 2 / GALLON SEPTIC TANK DESIGN FLOW GAUDAY/BEDROOM 50 PROPOSED CONTOUR / 72.5' DATE: September 15, 2010 DATE: September 15, 2010 TOTAL DESIGN FLOW 440 GAUDAY TEST PIT#: 2 TEST PIT#: 4 0/H/V, EXISTING OVERHEAD UTILITIES PROPOSED DISTRIBUTION BOX/ DESIGN FLOW X 200 % = 880 GAUDAY/ PROP. TOTAL 30 ARC 36 (#3613BD) ELEV TOP= 72.50' ELEV TOP= 72.70' -W-W - EXISTING WATER LINE \ BIODIFFUSERS IN A FIELD CONFIGURATION USE PROPDSED 1,500 GALLON SEPTIC TANK ELEV WATER- <61.50' ELEV WATER- <61,70' TEST PIT LOCATION / LSAT PERC RATE = PERC RATE _ DEPTH OF PERC = DEPTH OF PERC = LP EXISTING LEACHING PIT INSTALL 30 - ARC 36 (#3613BD) BIODIFFUSERS TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 �.�5 SWING TIES \CP� EXISTING CESSPOOL °.59' n SYSTEM CAPACITY - SCALE: 1 =20 PROPOSED 1,500 GALLON SEPTIC TANK °•00' / (TOTAL L.F.OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 72.50' 0" 72.70' � 0 i DESCRIPTION HC1 HC2 (150.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 532.8 GAL. LEACHING/DAY A Loamy Sand A Loamy Sand i 10Yr 3/2 10Yr 3/2 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE SEPTIC COVER IN (1) 18.7' 24.7' 14" 71.33' 12" 71.70' TOTALS: B Loamy Sand B Loamy Sand p PROPOSED DISTRIBUTION BOX SEPTIC COVER OUT(2) 22.9' 32.3' 10Yr 5/6 10Yr 5/6 TOTAL NUMBER OF BIODIFFUSERS: 30 BIODIFFUSER CORNER(3) 23.1' 39.4' TOTAL NUMBER OF COUPLINGS: 0 C 1 Fine Sandy Loam 69.50 38" 69.53 PROPOSED ARC 36 (#3613BD)BIODIFFUSER TOTAL LEACHING AREA: 720.0 42„ 2.5Y 5/3 69.00' BIODIFFUSER CORNER(4) 32.1' 37.6' TOTAL LEACHING CAPACITY: 532.8 REV. DATE BY APP'D. DESCRIPTION BIODIFFUSER CORNER(5) 56.4' 67.6' PROPOSED SEPTIC SYSTEM UPGRADE BIODIFFUSER CORNER(6) 51.8' 68.6' NOTE: PREPARED FOR: - - - _ EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE NOTES: DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C-2 Medium-Coarse Sand C Medium-Coarse Sand CAPEWIDE ENTERPRISES "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 2.5Y 6/4 2.5Y 6/4 DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED JUNE (15%Gravel) (15% Gravel) LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED 3, 2010). TRANSMITTAL NUMBER=W000052. ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM (3) HC1 1600 SANTUIT-NEWTOWN ROAD COMPONENT. (6) COTU IT, MA 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN (1) 132" 61.50' 132" 61.70' SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 21, 2010 THE LOCATION OF THE PROPOSED LEACHING ° A4A. 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed N F JC r,r sum PREPARED BY: FACILITY TO ENSURE CONSISTENCY WITH TEST PIT (2) �_ , - _ - _ DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER RESERVED FOR BOARD OF HEALTH USE �` c��- ;,F ,�.i_ .�, AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT (5) RESERVE (4) HC2 JC ENGINEERING, INC. CONSISTENT WITH TEST PIT DATA. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITH A DEP APPROVED ZONE II AND ESTUARINE WATERSHED. SITE PLAN 508.273.0377 SCALE: 1"=20' Drawn By: BSM Designed By:BMB Checked By:JLC JOB No. 1874