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HomeMy WebLinkAbout0264 SALT ROCK ROAD - Health 264 SALT ROCK RD,BARNSTABLE A= 316-024 f 0 1 e f No. . o o 0 O l Fee . Entered in com THE COfMMONWEALTH OF MASSACHUSETTS uter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for �Bigozal 6pgtemc Construction Permit Application for a Permit to Construct( ) Repair(6-�'Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Y� '/I 100e4( JeiO, Owner's Name,Address,and Tel.No. �jy �? /�� Assessor's Map/Parcel -- a6� Installer's Name,Address,and Tel.No. �G�O T 77 0/77 Designer's Name,Address and Tel.No. a �x arc Type of Building: Dwelling No.of Bedrooms 3 Lot Size c b06 sq.ft. Garbage Grinder ( ) Other Type of Building i0e S 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 IgOfia Type of S.A.S. �2 — -06 Gaj, e 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 Title 5 of the EnvirqVmntali Code d not to place the s stem in operation until a Certificate of Compliance has been issued by this Board f He Signed Date Application Approved by Date Application Disapproved bOr y. Date for the following reasons Permit No. apQs,. Date Issued r,� No. O'-O O�r V _ b ,1 H � Fee !7 s THE C&W� ONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplica.tion for �Bizpoal *pgtem Congtruction Permit Application for a Permit to Construct!O Repair Upgrade( )„ Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. /Cp e 4( CDt Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. /70/7- Designer's Name,Address and Tel.No. _ SD� t'r.°r� Type of Building: Dwelling No.of Bedrooms 3 Lot Size SS- c�06 sq. ft. Garbage Grinder ( ) Other Type of Building A? S , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) © gpd Design flo vided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank /OG6 Type of S.A.S. ^ s706 GG of-V,U/ 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 Title 5 of the Enviro.rrPental Code d not to place the ystem in operation until a Certificate of : Z Compliance has been issued by this Board of Hea1•t . Signed 1! Date Application Approved by J Dater 1 Application Disapproved b© Date for the following reasons Permit No. ,?UOS Date Issued 3 ' / -U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded Abandoned( 1 by at ���- ��� ,�Q has been constructed in accordance r +/ G with the, isions of Title 5 and the for Disposal System Construction Permit No. ,)00�" d dated 3_✓y—UQ Installer / �Gf S �Q Ub'J�1�1¢' ti P Designer #bedrooms 3 Approved design flow 3 3 U • gpd The issuance of this permit shall not be construed as a guarantee that the system w`1 function assdesigned. Date � �O Inspector �- - --- 0 -- ------------------------- — No. a ------ -Dq- Fee �vd THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lig"ogal *pgtpM Congtruction Permit Permission is hereby granted to Construct ( ) Repair '( ) Upgrade ( ) Abandon ( ) System located at 4 L 5�r - �ne 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 must be completed within three years of the date of thi;p�et`mit;. Date L�!y k, - Approved by v t � TOWN OF I ARNSTABp�LE. .S4 LOCATION "Z � A C YZO G� 12d_ SEWAGE iiz � VILLAGE 6aCA ASSESSOR'S MAP&PARCEL Q pr, -31 �—'Z Y INSTALLERS NAME&PHONE NO. ,c b n`f i �lo.`�, ;�„� 6:69- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ��� ire�4� (size) NO.OF BEDROOMS 3 � ,L OWNER /&P- kar l'7� PERMIT DATE: 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) Feet Edge of Wetland and Leaching Facility(If any wetlands,exist within 300 feet of leaching facility) d ✓dl Feet FURNISHED BY�i' tIZ r w 03/14/2008 14:21 5084775313 ENGINEERING WORKS PAGE 01 down cape engineering,inc.SIEVE SOILS:ANALYSIS_McAntee-264 Salt RocIk�kd•xls DATE OF REPORT: 3114108 JOB . GRAIN SIZE ANALYS"11EVE TEST SITE: 264 SALT ROCK ROAD, BARNSTABLE, MA LOCATION: Engineering Works TH s 137'-180*Sample - s, S_IEY ANALYSIS Weight Sample(Grwne): 305 $19 ; RETAINED WT, RET. 96 RETAINED; %P ED . on ind,"ve),(sUm). 100"0 -4» 0.4: ..... 0-0:_ 0.0%: ...---- 1%2" 0 0+-- 0.0}- 0.0% 100.0% 42 On ---- . - --- 2—+2; 2,2• --------0.7,A--F------ 8g.3% . . 9.6^ ...._...1.296 10 4.6: 8.2: 2.7%. ..... 97:3% ------- ------------ 66.3. . -197.Or ` 64.6%; -.35.496 -0 - 64 7. 261.7: 85.896. . -------------»_..........»._ .........._.._.._-.._» ».............:_ ......... 100 : y 13.7• 275,4- t35.®%: 14.2 00 _ 21. 297.1 97.4%• 2.8% PAN: *' » 7.9+��-'-305.0}� 100.0%'�— �0,0% RESULTS: NOTE:TEST ON PASSING 04 ONLY, 1%RETAINED)ON$4.45%O.K. _ • SOIL CLASSIFIED AS AASNTO A-3(GRANULAR,SAND)(UNCOMPACTED) ` PERCENTAGE OF MATERIAL PASSING 04 SIEVE MEETS: ` 94 100% (TEST ONLY MATERIAL PASSING�) No 10%-100% moo O'K•ZO% } N200 0%461i REQUIREMENT FOR"FILL"IN TITLE S. ;S%PASSING S200 SIEVE ,N of AU.- DANIEL A. RESULTS:PERMEABLE MATERIAL.CLASS 14 MINAN.MATERIAL,: OJAL NONCOMPACTED SOL DESCRIPTION:SAND N°'4t1602 � F 03/21/2008 15:47 5084775313 ENGINEERING WORKS ; PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geller,Director >} `'Public Health Division T how ae McKean,WrecOr" ' 200 Main Street,Hyannis,MA 02601 Daft. Z 1 d Sewage Permit# Assessor's 1Naplf'rtt+oel 1 ' ,4 ` �nstalki&_Desi�e�r C _ tics Form t`'e+e r`T: M t;.,iGn+" Pam. Dakeer: eh?..Jim e,@ c:.n., W tag 14 Installer::- ,� S , �( c a Ir,A�'✓ Address: 12 Ny . Cra s S Address: U i2 o g- ?'.0 °J was issued a permit to install a (installer), septic system at based on a cosign drawn by rTt_t�JE'. dated 3f t 3 j 4 (designer) r a 1-Certify that the septic system referenced above was installed substandally accord' to the design, which may inchule minor approved changes such as latersl relocation of tho _ distribution box and/or septic tank..' SWpout (if required) was inspected and the soils were found satis%=ry. a4 l cefrtify tbat the septic system referenced above was installed with major charges (i.e. greater than to, lateral relocation of the SAS or any vertical rc f any eemponent of the septic system)but in accordance with State&Local revision or certified as-built by designer to follow. Stripout(if req the Soils were found satisfactory. PETER T. yG� a MCENTEE v CIVIL `^ No. 35109 er.s Srgnahue (Dicsigw'sSignature) -' (Affix Des'gner's Stamp ) ' PLEASE RETURN TO BARNSTABLE PUB TH D CE AMU ARE D RX THE TIffANK , YOU; r , Q�rOf�{40d�,�d01 fRtIIdOC •;3. u T n of BA, e . P Departtnent of Regulatory Services 4 � � F Ptiblic Health D>«s><on; Date l #!~ ' 200 MamStteet,,Hyannis MA 02601 1 Dat SoltedWed _ ." ' Tlme:.:.>: Fee.Pd Soil Suitability Assessment for.Sewage �' opal Performed By: 1/ f.1 �-": C �VL Witnessed By. n'w� t. y LOCATION& GENERAL INFORMATION T Location,address �- � �( Owner's Name Ad, 2G- .: LI-- �-c I� tom,, ti Assessor's.MaplParcel::-• '3'L(0 C 2 ngineer's Name E. ej ` ' f - NBW CONS'GRUG'fION REPAIR► 5� ` -` `.'Tel. hone# ?2S' �2eS i au n t�OL c: 1;. Slopes ' Land.Use _ pes(�) � Stirface Stones w t 5-p Distance0rom: Open Waxer Body ft Possible Wet Area ft :thinking Water:Well ft _ ' , + t } .. A �' ,rft Other:. . DralnageWay.. .ft. PropertyUne. SKETCH•.,(Street vame,dimensions of lot,exact.locations of test holes&perc tests,locate wetlands mproxrtntty _ .� . - •�c�vatZi�� • d L 0.Gi 0. A Parent mateda4.(geologtc) �� � Depth to.Bedrock. as ,. Depth to Groundwater Standing:Water in Hole: 7 j Weeping from Pit PRO Estimated Seasonal High Groundwater a �• , art - DETERNQNATION FOR SEASONAL HIGH.WATTI T.64- r, Method Used. Depth Observed standing in obs,hole: in., _ to. in Depth to weeping f%m.sidc of obs.hole: �in. arountlwater AdJustment - ft Index.Well.# Reading Date: IndexW611'level,.��„--„ Adj Actor,,,,�,,l.;At({�d PERCOTaAT'ION n�ta ,.< -o Observation7-7 Hole.:# �y+ T'itite Depth of Pere Time lir'6" Start Pre-soak Time® _ ,4{ Time(9"•6") ,_ End hCe-soak Rate MinJlnch Site,Suitabtlity,Assessment-, Site n C4dr t _:: Sitcrp4led:�_ Add itional:Testing Needed(Yf/N): Original: Public.Health:Division Observation Hole Data To Be Completesi on Baek -------�- , - I ***If pere,olFation test is to be conducted within 10014 wetland,you:must Barnstable Conservation Division at least one(1) week prior to beginning: DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Tcaturc Shcl Color Soil Other Surface(m),• (USDA.)._ (Muhsell). Mottling (Shueture,Stopes&i llaulders. VC • O"�� A .S fy. to�'�.�j� iz 2` 7 ! w laaw. 2157 �' pBERVATION HO'):E LDO `Hole > � *mb., Soil Horizon . Soil,Tczture. Soil-Color Sath il. p � Surface(in.)` (USDA.): (Munseil) 1 o ling ng (Structure;Stonss,Boulctas. � S �. lC1.Y 23`3 i SL -�a t St 5 Z sq l `i�s'Y CL Df +EP QI3SERVATION`HI�LE LOG ,, Hobe#�,,,�,; Deptgm YJoil llgrizafu Soi!Texturc;i Soil Go1or. Soli 0(het Surface(ii:). (USDA] (Muosell MottlCon M-11 ing (Shttcture,S.onea,i3aulders. i F�(1BSRVATI©N HOLE LOG Hale# . Depth from - Soii Fi®rizon Soil Texture Soil Color Soil . p 5utface(iq) (USDA) (Munsol) Mottling (Structure,Slo(le�,l3oulaors,' Flood Insurancf Rate Man• AboYe ttW:Wiunct r No Yes' Witi�to 5(�year bouidaYy 'dc Yas,...,r Wiilh"Ii �yrlo�ld boundary No Yes . s r s 4 ; Iep of Nn> a(iy QcPerylous MateUK r Dhe:,of lcastour fedt of naturally occurring pervious material exist!n all areas.observed thrpughottt the: area';propose Ga> the sotl-absotption.`systam? �i � If not,what is the de th of natttrall occurrin l? Y . g pervious material? bit fY (date]I have passed the soil evaluator examtnation approved by the Department of EnvIronmeiital Protection and-that the-above analysis was performed;by'nne consi tent with . the required teat tng,expertise and experience described in10 CNIR 15A17. Signaturti Date / -, Q taP'J7CiRi i M N.,M;DOC TOWN OF BARNSTABLE � LOCATIONS.uf SEWAGE # p�`4 II.L.A ASSESSOR'S MAP&LOT d'� INSTALLER'S NAME&PHONE NO. Zd e 4 fe SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) y NO.OF BEDROOMS L FOR OWNER PERMITDATE: S-a.b COMPLIANCE DATE: Separation Disiance Between the: Maximum Adjusted Groundwater Table and 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 G � C � P ► � � o � � �, . � � � � � -� a � r �� -..... f' No. � dy —7�>�`I! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETT$ Ofpprtcatiou for Migoal *pgtem Cow6tructiou Vermtt Application is hereby made for a Permit to Construct( )or Repair( i�<an On-site Sewage Disposal System at: Location Address or Loi No. Owner's Name,Address and Tel.No. .r @6 q &aLi )&K & 5oify D41-e_ -3,v-,t s--46�� In�stallll-err'ss Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1 Type of Building: Dwelling No.of Bedrooms 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 M—r- Y Nature"of Repairs or Alterations(Answer when applicable) .�yv,►A-� ( fl _ 60 xgYD— 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 by this Bo Signed Date `J g Application Approved by - Application Disapproved for the following reasons Permit No. ?l> "d' Date Issued " ——————————————————————————————————————— ��"+a�•�Y A1�"��'e^ryw. •FrVn�....� ,....-e,-r ...... .-. .... - 'F -'.'},.lrA+' � � �..�i —r l i r � No. r PYtQ` O�)L` Fee E ti �rni COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS r E Zipprication for Mizpooar 6pgtem Cone;truction 3permit .Application.iApplicition is he eby made".for a PermitT Const-mcr"( )or Repair(40<an On-site Sewage Disposal System at: Location Address o Lot No. Owner's Name,Address and Tel.No. ALTO �.- IInnsttalll-e-r'ss Name,Address,and Tel.No. Designer's Name,Address and Tel.No.. i Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building v 'No. of Persons Showers( ) Cafeteria( ) Other Fixtures + 0V Design Flow J`f S /�11/ gallons per day. Calculated daily flow L-7 gallons. Plan Date Number of sheets Revision Date Title (, Description of Soil i. t c Nature( of Repairs or Alterations(Answer when applicable) S wST AM 60 Xqya-. �'�lr1.LY�—✓�Q�CI�t-��`�w�--- t (�—(�u� d.�.� / ;a. ! S 7`.y r-�.-- 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 b this Bo Signed Date -3 Application Approved by Application Disapproved for the following reasons f - _ E ( Permit No. !l/`'5e Date Issued __ ----------.— -----_------------------ i THE COMMONWEALTH OF MASSACHUSETTS ( PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Certificate of Compliance THIS IS TO CE IF�Y3 that the—On-site Sewage Disposal System installed( )or repaired/replaced( )on 3 c�U"Qly by a�Cc r u r fS for Jr' 14 / LQ,41`�. as eG k— rl KN "°s has been constructed in accordance with the provisions of Titles and the for Disposal System Construction.Permit No. /P6 V dated ' Use of this system is conditioned on compliance with the provisions set forth below- fNo. / G d Fee _ P THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS miqu of *pztem Construction permit Permission is hereby granted to 0 ,i bye✓� to construct( )repair( an On-site Sewage System located at .S-A L�� oc f s 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. J All construction must be completed within two years of the date below. Date: _7? " :)-U Approved by t 4 I 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 �y-7 k , concerning the property located at 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. SIGNED : DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUNMER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. � d n 0 I :� T e � Q Tn i I v'` Y O r Fr. f LEGEND N Rd r� PB BK. 222 /PG. 85 ° 110 - - EXISTING CONTOUR ROUTE 6q' a. x 100.98 EXISTING SPOT GRADE 0 R=2675.CKY - 99 PROPOSED CONTOUR 1 CL L= 153.68' ' 99 PROPOSED SPOT GRADE W EXISTING WATER SERVICE r°nite G . EXISTING GAS SERVICE `n /,,r ', --aHW OVERHEAD WIRES APN 316-24 ® TEST PIT 35,200±51' 9. BENCHMARK 5 R9 A �� 4 o a m u LOCUS LOCUS MAP NOT TO SCALE BENCHMARK: \ STRIPOUT PINK RIBBON ON RR TIE ,� GENERAL NOTES: y; SEE NOTES 11 & 12 EL.=99.71 (A55UMED) ? y 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL J Q BOARD OF HEALTH AND THE DESIGN ENGINEER. t `4` 0 .��` 24'� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS TP-1�' - �� / OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \TP-2 4' � .;,% N1 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: N I WAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR _ N 6' 3 E TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �.0 N --. ---- ............... �f i1 DESIGN ENGINEER. �. ' N - " ..-% ..4 PATIO . r� EXISTING SEPEllTIC TANK 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING TOP OF TANK, EL.=96.81 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / I INV.(OUT)=.95.54f ENGINEER BEFORE CONSTRUCTION CONTINUES. 5, ALL ELEVATIONS BASED ON ASSUMED DATUM. 9e29 j I EXISTING S.A.S. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF TO BE ABANDONED THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF No. 264 /// / /�/�// I I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. '1 1/2 51Y. WD. R. // / �,�,� -' I I 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. --x— ` 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALC BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE , DIRECTED BY THE APPROVING AUTHORITIES. �� OF Mgss 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ``P� 9CyG THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING o PETER T. CONSTRUCTION. 1 g MCENTEE 1 1, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS o. CIVIL IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE No. 35109 WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12, AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPTARTMENT PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE UNDOCUMENTED EXISTING L SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. R=2895.00 I PROPOSED SEPTIC SYSTEM SITE PLAN L= I GG.32 264 SALT ROCK ROAD, BARNSTABLE, MA 9 9j 9R . 69 SALT ROCK R®A® 93'� 26� i -119 Prepared for: Heather Doherty, 264 Salt Rock Road, Barnstable, MA 02630 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works MOOD 5URVEY GROUP 1"=30' P.T.M. 118-08 12 West Crossfield Rood 18 Route 6A DATE Forestdale, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 3/13/08 P.T.M. 1 Of 2 . t NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE-SHALL NOT BE < EL:94.0 "1 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED TANK PROPOSED D-BOX PROPOSED S.A.S. (3) 5" DIA.OUTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER F. COVER OVER ONE CHAMBER AND 15.5" 16' 2„ T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO' SERVE AS INSPECTION PORT F.G. EL: 95.6-96.5 EXISTING F.G. EL.=99.7t F.G. EL: 97.Ot U 15.5" 8„ 12' L 16' L 16'(MAX) 12" LAYER OF 1/8" TO 1/2" 6„ . 0 S=1% (MIN.) Q S=1% (MIN.) DOUBLE WASHED STONE " 4»SCH40 PVC 4"5CH40 PVC OR APPROVED FILTER FABRIC) 8 ,� ,4 s' as �0aa 2 ®aa ®® H- 10 LOADING ®®aa ®a 114 EXISTING as" !IOUID LEVEL 4 5.2' 4' . ADD GAS INV.=94.57 INV.=94.40 D--BOX BAFFLE PROPOSED D-BOX EFFECTIVE WIDTH 1= 13.2' N.T.s, XISTING 1000 GALLON EPTIC TANK INV.=95.54t � $ 2-500 GALLON LEACHING CHAMBERS . - (EXISTING) SURROUNDED WITH STONE AS SHOWN INV.=93.50 H-10 RATED TOP CONC. ELEV.=93.8 NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO' BREAKOUT ELEV.=94.0 f ®�®B ®® ®® ® ®®® GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.=93.50 aa®® ®®®®®® ® ® ®® ES INCH CRUSHED STONE BASE, AS SPECIFIED IN ®ranee a®a a ++ ��a� as®�® 1- 33 310 CMR 15.221(2), BOTTOM ELEV.=91.50 W ® 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 2 X 8.5'=177.0' 3' N z ®�®®®® ® E3 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM TOF �_�EFFEITIVE LENGTH = 23.0' - AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. ` 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX &, LEACHING SYSTEM SECTION S.A.S. SHALL BE 36 NO GROUNDWATER _ 102' T ENCOUNTERED, EL.=81.0 SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT SOIL LOG � 20" DIA. COVER DATE: MARCH 6, 2008 4" KNOCKOUT 4" KNOCKOUT 62" ti; `. SOIL EVALUATOR: PETER McENTEE PE DESIGN CRITERIA f'.�,'ogab `.�2�, WITNESS: DONNA MIORANDI R.S. 0 HEALTH AGENT NUMBER OF BEDROOMS: 3 BEDROOMS °� 4" KNOCKOUT a01L TEXTURAL CLASS: CLASS I a �`.� `�.� � ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: 5 MIN/IN `� �6.7 q 0,. 96.0 A 0" � �.? SANDY LOAM SANDY LOAM DAILY FLOW: 330 G.P.D. M `L96.2 10YR 3/3 10YR 3/3 DESIGN FLOW: 330 G.P.D. 6SANDY LOAM B SANDY LOAM 500 GALLON CAPACITY, H-10 LOADING 93.7 36" 92.7 GARBAGE GRINDER: NO ��. `s' 10YR 5/6 10YR 5/6 •.� 40" EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C1 SILT LOAM C1 SILT LOAM CHAMBERS LEACHING AREA REQUIRED: (330) = 445.9 S.F. 2.5Y 5/6 2.5Y 5/6 92.0 56" 91.0 60" N,r.s. C2 M-C SAND C2 M-C SAND .74 2.5Y 6/4 2.5Y 6/4 U�, 2-500 GALLON LEACHING CHAMBERS IN SERIES No.264 ; ' 88.7 C3' 96 88.0 C3 96" PROPOSED SEPTIC SYSTEM SITE PLAN SLJRROUNDED BY DOUBLE WASHED STONE ON ALL SIDES I IngTM %"D (SILT LOAM SILT LOAM 2.5Y 5/6 2.5Y 5/6 264 SALT ROCK ROAD, BARNSTABLE, MA SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. 857 C4 132" 85.0 C4 132» BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. M-C SAND MED. SAND Prepared for: Heather Doherty, 264 Salt Rock Road, Barnstable, MA 02630 2.5Y 6/4 2.5Y 6/4 Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOTAL AREA:...........................:.....................I............448.4 S.F. 81.7 180" 81.0 180" En ineedn Workv C4 HORIZON SAMPLED FOR SEIVE ANALYSIS 9 9 HOOD SURVEY GROUP NTS P.T.M. 118-08 ( ) S.A.S.S. LAYOUT 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 448.4 = 331.8 G.P.D. PERC RATE <5 MIN/IN. ("C4" HORIZON) Forestdale, MA 02644 Sandwich, MA 02563 NO GROUNDWATER ENCOUNTERED (508) 477-5313 (508) 888-1090 3/13/0$ P.T.M. 2 Of 2 58500-P49°E 220.06 rn-00) .I A z cD WU3= m �8D W R �i O 7 th Z N c CZ.. N ,. It O \N \ ` -n N N Ul G W it N � `\\ �\\\�\ \,� [3f � to W \\?a T �} { -� ` \�� pis 1 ,•. 7-0 ;: O 220.00' 588°25'1 WE m O x <0 X C r x , z - n rn D O.0 Z -1� Z r D 11 > C) O C a. Z In to Z U)O a Lf) n 9 Cn D F 0 n m-4 o l � m � :. 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"� < O X = m o _"{ "� m0 0D _ TD DOJ = C) ay mn O> Lrom C r CUrfio e Ln A ' � _ �o1 j > m r-O w L.4 _x� lnm rr, m Cr2 0-i mX mzm CO mD j o -1 m D11 a co D C r �(ri 00 ox C m -a0 m-1 0-<O � � x � Z p r zm r= DZ �� =m' X i0 ,i OZ �� �,DC -4 rD m r =� C) :3m O pr m-TI 0 OrM :EOM r _ O D ?� z 0 m m Z m m O O C7 O O m OO c p hrno �r p�N�oAu`•�j M m > N m z cn (n m c) vn O Z O Z �G Z� D z m N ►v o o rn O D C)-r in W m m rE 1 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:93.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED TANK PROPOSED D-BOX PROPOSED S.A:S. (3) 5" DIA.OUTLETS . INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND 15.5" 16 1-2" T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT --'I EXISTING F.G. EL.=99.7t F.G. EL: 97.Ot F.G. EL: 95.6-96.5 U. 12.E 15.5" / L 16' L 16'(MAX) t2" LAYER OF 1/8" TO 1/2" 6" { ® S=1%" (MIN.) S=1/" (MIN.} DOUBLE WASHED STONE 4"SCH40 PVC 4"SCH40 PVC (OR APPROVED FILTER FABRIC) T1 - A , 1 00 B 011301001821®B 2" H- 10 LOADING G EXISTING 48" LIQUID LEVEL ADD G2 INV.=94.57 INV.=94.40 4 5 2 , 4' ` D BOX BAFFLE PROPOSED D-BOX EFFECTIVE WIDTH = 13.2' N.T.S.. ExisTlNr 1000 GALLON SEPTIC TANK - INV.=95.54±' (EXISTING) 2-500 GALLON LEACHING CHAMBERS INV.=93. SURROUNDED WITH STONE AS SHOWN - H-10 RATED TOP CONC. ELEV: 93.$ NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT ELEV. 93.5 a®tea ®® ® ®®® GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV. 93.00 a®aa INCH'CRUSHED STONE BASE, AS SPECIFIED IN iS ®E300 EM an 1- #(E@E3®E3®® ® ®® ®E 33310 CMR 15.221(2)., ease ®®®®® � " BOTTOM ELEV. 92.2 N > ®®E32) INSTALL INLET'& OUTLET TEES AS REQUIRED: 3' 2 X 8.5'=17.0' 3' ®®® ® ®®® Ea 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM OF , EFFECTIVE LENGTH = 23.0' z AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W.' 4).,MAXIMUM COVER OVER SEPTIC TANK,-D-BOX & LEACHING SYSTEM SECTION l O2' S.A.S. SHALL BE 36". NO GROUNDWATER ENCOUNTERED, EL.=81.0 SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT 20" DIA. ,COVER SOIL LOG f DATE: . MARCH 6, 2008 4" KNOCKOUT' 4" KNOCKOUT 62" DESIGN CRITERIA "% SOIL EVALUATOR: PETER McENTEE PE (�/'O.p� `.?� WITNESS: DONNA MIORANDI R.S. NUMBER OF BEDROOMS: 3 BEDROOMS `� ! HEALTH AGENT ELEV. j P-1 DEPTH ELEV: TP-2 SOIL TEXTURAL CLASS: CLASS I DEPTH 4° KNOCKOUT DESIGN PERCOLATION RATE: 5 MIN/IN . ;' 96.7 A +SANDY LOAM 0" 96.0 A o"` ^') t-? - SANDY LOAM DAILY FLOW: 330 G.P.D. �^� 96.2 1QYR 3/3 10YR 3/3 0 500 GALLON CAPACITY, H-10 LOADING DESIGN FLOW: 330 G.P.D. yN0 ct7`, w SioYR 5OAM 10YR 5/6M GARBAGE GRINDER: NO r 93.7 36" 92.7 40" EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C1 SILT LOAM C1.SILT LOAM _ CHAMBERS LEACHING AREA REQUIRED: (330) = 445.9 S.F. 92.0 2.5Y 5/6 Ss" 91.0 2.SY 5/6 60' ' N.T.S. .74 - C2 hit-C SAND C2 M-C SAND t 2.5Y 6/4 2.5Y 6/4 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES No.264 . 88.7 ss" 88.0 96 PROPOSED SEPTIC SYSTEM SITE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES I I/29TY C3 SILT LOAM (3 SILT LOAM 2.5Y 5/6 2.5Y 5/6 264 SALT_ ROCK ROAD, BARNSTABLE, MA SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. 857 132" 85.0 132" C4 C4 BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. M-C SAND D. SAND Prepared for: Heather Doherty, 264 Salt Rock Road, Barnstable, MA 02630 ' ME C TOTAL AREA:..............................................................448.4 S.F. 2.5Y 6/4 2.5Y 6/4 Engineering by: Surveying by: S ALE DRAWN JOB. NO. 81.7 180" 81.0 180" EngineeringWorla HOOD 5URVEY GROUP NTS P.T.M. 118-08 LAYOUT C4 HORIZON SAMPLED FOR SEIVE ANALYSIS 12 West Crossfield Road 18 Route 6A DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. S.A.S. LAYOUT PERC RATE <5 MIN/IN. ("C4" HORIZON) Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 (508) 888-1090 3/13/08 P.T.M. 2 of 2