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HomeMy WebLinkAbout0355 STRAIGHTWAY - Health 355 Straightway Hyannis A=269-234 r e d TOWN OF BARNSTABLE LOCATION SEWAGE# ;2007- 0 5 VILLAGE oyiyio 5 ASSESSOR'S MAP&PARCEL 24� — INSTALLERS NAME&PHONE NO. "rJ Sc)W %-t?4 tic So e 7`7 S-' 7 74 SEPTIC TANK CAPACITY 19000 LEACHING FACILITY:(type) 3 'lt)%L (size) i 3-f 34/ )4 7, NO.OF BEDROOMS OWNER I)E6)(L 14k 1''i S9AMbA�C' 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 20.0 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist , within 300 feet of leaching facility) Feet FURNISHED BY l�rl N _"' ca �' `' `,,; w � ..[. � c�19 � 9u v! ., " � � .� �P1 � _ e � I r �— f � .© >.�a � � ® `e� �°' 1 ® � 1 f r � © ,�� No. . O� `d5 F4100 .00 computer: in com THE COMMONWEALTH OF MASSACHUSETTS Entered p PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippficatiou forlh6ponl �§pztem Cow5truction Permit Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 71 —1 6 7 0 355 Straightway, Hyannis Deborah Sambade Assessor's Map/Parcel 269/234 355 Straightway, Hyannis Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4 Wm E Robinson Sr Septic Eco-Tech PO Box 1089 Centerville 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq. ft. Garbage GrindergO ) 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) 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 o ealth. Sialed Date y Application Approved by Date I Application Disapproved by: -- Date for the following reasons Permit No. _d 5 a Date Issued Z ` '-"'."�r. ..r•:.._ -:Y.'r..� V. � ♦ � 4 No. Feed 10 0.00 / 1 TJ 'V ..THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for �Bigonl *pztem (Con.5truction Permit Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 7 7—1 6 7 0 355 Straightway, Hyannis Deborah Sambade Assessor'sMap/Parcel 269/234 355 Straightway, Hyannis Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4-0 8 9 4 Wm E Robinson Sr Septic Eco-Tech ..— - PO Box 1089 . Centerville 43Trianale Cir . Sandwich Type of Building: - Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinderr(O ) OtherType of Building ,,. e No.of Persons Showers( ) Cafeteria( ) ---*-",Other Fikti56 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. 3 L Description of Soil 1 r a` 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 ealth. Sig ed > s Date .. /> ✓ ,� Application Approved by�— .1 Date r am• 6-0 Application Disapproved by: Date for the following reasons Permit No. —7 ' 0 5 2 Date Issued o THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Sambade (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( ) Abandoned( )by Wn1 E Robinson Sr Septic at 355 Strail3igtway, Hyannis has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. EGG 7 --O-55j- dated Installer K.o bi hS cam. Designerr(( r�o t,1r #bedrooms 411 Approved design fldw G/.U gpd The issuance of this permit shall not belconrsttEped as a guarantee that the system will fu�nc�tion,as designed. Date b"Y/ Ix ' ll I�/ nspector -- ------`-' / _/V I ------------_-V 1. tN�---.f No. OC.-7 '-0 5 e- Fee 0 0.0 0 Sambade THE COMMONWEALTH OF MASSACHUSETTS PUBLICHEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mnigonl J§p$tem (Construction Permit Permission is hereby granted to Construct ( ) Repair ( X) -•Upgrade ( ) Abandon ( ) F System located at 355 Straightway, Hyannis 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 con ifiions- Provided: Construction must be completed within three years of the date of this permit. Date ��� Approved bye—_ Town of Barnstable Regulatory.Services s�vsraac� s Thomas F. lseiler,Director ®�MAIM Public Health Division Thous McKean,Director 200 Main Street,Hyannis,MA 02601. Office: 508-8624644. Fax: 508-790=6304 Installer&Designer Certification Form Date: Sewage Permit# 61 v-�f Assessor's Map\Parcel 2 6 9/2 3 4 - Designer: Installer: Eco-Tech Wm E Robinson Sr Se tic Address: g PO Box .1089 43 Triangle Circle Address. Sandwich Centerville On a Wm._E ._Robinson Sr Sept' a issued a permit to install a (date) (installer) septic system at .355 Straightway, Hyannis based on a design drawn-by (address) Eco-Tech : 02-17-07 dated , (designer) I certify that the septic system referenced above was installed substantially according to. . the design, which may include minor approved.changes.such as Iaferal relocation%of the distribution box and/or septic tank I certify that the septic system referenced above. was.installed wit h,major changes (i.e. .. greater than 0' lateral reloca o of the SA.S or any vertica r cation of any component . of the septic ' em )but in accordanice with State 8i Loc' - egulations Plah revision or certified as-built by designer to follow. 1 k OF Mqs (Installer's Signature) � DAVIDD. COUGHANOWR No. 1093 ISTE4�O (Designer's Signature) (Afl x Dest ere} PLEASE '.RETURN TO . BARNSTABLE PUBLIC HEALTH. IDIVISION. .. CERTIFICATE OF COMPLIAI�FCE .wII,L NOT.BE ISSUED UNTII. BOTH TMS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TIiAlYX YGU. Q:Health/Septic/Designer Certification Form 3=16-04.doc Town of Barnstable P# Department of Regulatory services MAW> r Pu blic Health Division Date FQb 21 WO 7 200 Main Street,Hyannis MA 02601 Date Scheduled 6- A / Time G Fee Pd. _t Soil Suitability Assessment for Sewa e Disposal' g p al _Performed By:_1 I h l ) n la/ /) Witnessed B LOCATION:& GE�:�L INFORMATION Location Address �7 j71 S�7 S I,�l c�h Owner'sNameDe�j f51�1 �j/h it�e l l'C I SAddress 3S5 S-/to/q(H>t w -ry Assessor'sMap/Parcel: 24-q / 2 14YqkH1S Engineer's Name DNEW CONSTRUCTION REPAIR u!vl c� Q• .�Ov�lah�ldr �j _, Telephone# S d� 1 C - dq-'f Land Use��dp{�'�'I\�G Slopes(%) Surface Stones �I 0dol'Q Distances from: Open Water Body (Q 0 ft Possible Wet Area LoQ+ •` ft Drinking Water Well _}� P Drainage Way ft Property Line e— �-tP/� --- ft Other ft SKETCH;(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands Ian Proximity to holes) '3B 79.92 F� 3. �f N ` I TP-! 1 v r 4► M �I f GROUNDWATER ADJUSTMENT rP-z �, • < X EXISTIN_ G GROUNDWATER LEVEL. -- BASED ON TOWN OF BARNSTABLE GIS DEPARTMENT RECORDS. �� INDICATED GW 20.00 INDEX ZONE WELL MD1W-29 READING DATE JANUARY. 200Z ;1 READING 8.3 ADJUSTMENT 4.3 ADJUSTED GW 24.3 Parent material(geologic) Depth to Bedrock Q ki Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater-see e YO Ue DETERMINATION FOR SEASONAL HIGH Method Used: WATER TABLE Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: tn, Depth to soil mottles: Index Well# Reading Date: Index Well level in, Groundwater Adjustment tt. ._ � Adl,Pactor— Adj.Groundwater Level _ t FERCO:;;A 11'IGN TEST 1)atr`2-t� _07 Thne ct9 P M Observation � Hole# _-- Depth of Perc _Q j� Time at 6" (VL � Start Pre-soak Time @ _ Time(9"-6") End Pre-soak C..0'L Rate Min./Inch 2 VK P s Site Suitability Assessment: Site Passed_._ Site Failed: ` 1 Additional Testing Needed(Y/N) . Q 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(1)week prior to beginning: Q:%SEP'fIC1PERCFORM.DOC SOIL TEST LOG DATE OF TEST: FEBRUARY 17. 2007 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DONALD DESMARAIS, HEALTH DEPT. TEST PIT- 1 NO PARENT MATERIALNDWATER : PROGLACA ENCOUNTERED L OUTWASH - PERC AT 74 to - 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 37.70 0-8 . 0 WOOD LOAM 10 YR 2/2 NONE FRIABLE 8-14 E ,4 LOAMY SAND 10 YR 2/1 NONE FRIABLE 14-20 A LOAMY SAND 7.5 YR 2.5/3 NONE FRIABLE 20-40 B LOAMY SAND 10 YR 4/4 NONE LOOSE 34.37 40-152 C MEDIUM SAND 10 YR 6/41 _ NONE LOOSE 25.03 NO � TEST PIT 2 - PAARENOTUNDWATER MATERIAL: PROGLACALD OUTWASH - 2 MIN/INCH IN C SOILS - - -- - i ELEVATION DEPTH SOIL USDA-SOIL SOIL COLOR SOIL OTHER j (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING 37.55 0-6 0 WOOD LOAM 10 YR 2/2 NONE FRIABLE 6-9 E LOAMY SAND 10 YR 3/1 ,NONE FRIABLE 9-16 A LOAMY SAND 7.5 YR 2.5/2 NONE FRIABLE 16-40 B _ LOAMY SAND 10 YR_4/4J__ NONE- LOOSE i 34.22 - 40-144 C 1 MEDIUM SAND 10 YR 6/3.` .NONE• LOOSE 25.55 - _. `i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other re Stones;Boulders. Mottling , Surface(in.) (USDA) (Munsell) MU g (structure, Co si ten Flood Insurance Rate Map. Above 500 year flood boundary No_ Yes ); Within 500 year boundary No__V, Yes Within L00 year flood boundary No-I,—/ Yes e Depth of Natural] Pervious Material Does at least four curring pervious s material exist in all areas observed throughout the area proposed f sot* stem? _ If not,what is p pth oflytaturall _ufring pervious material?C in ,._ ,. COUGHANOWR Certification I certify that on o I have passed the soil evaluator examination approved by the Department of En 6 ion and that the above analysis was performed by me consistent with the required training, a experience described in 310 CMR 15.017. Signature ® �S �SC - Date F E F3 17, 200-7 Q:\SBPTIOPERCFORM.DOC No........... ... Fick .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD) OP HEALTH __TOW..IV............0 F........... .......................... Appliratiou for Dhipaaal Works Tomitrurtion Prrutit Applicationb or Repair an. Individual Sewage Disposal is, erel lade for a Permit to Construct'( 6 Dj r ss!�- System at: _U, STRAAW-7212AX...... .......... ....J....................4a. ......e�........................................... Xtion-Ad Y 4(j3eno, 411x..L' o...6 At............................ .....6 . - ..............................owner ro M, e, Address ........... ......... Installer Address U Type of Building Size Lot_10._6.8.j6 Sq. feet Dwelling—No. of Bedrooms.............1:51.......................Expansion Attic Garbage Grinder (tvo) P4 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures -------------------------------------- KP---------------------------------------------------------------------------------------------- Design Flow.............. .... .................gallons'. per ay. Total daily flow...........X-74 0.. ......................gallons. $Y4 Septic Tank—Liquid capacity..!PM'�?.gallons Length6.6....... Width.Y.LA' Diameter________________ Depth_5.�." Disposal Trench—No. .................... Width.......1............. Total Length...__.______..._._._ Total leaching area...................sq. f t. Seepage Pit No________,........... Diameter___._______.___ Depth below inlet....6........... Total leaching areaA&1.-.0...sq. ft. Other Distribution box Dosing tank ( ) '00 > Percolation Test Results Performed ...Ai..6Z �e ,0...... Date., I-PA-11........ Test Pit No. L.4.3:7--minutes per inch Depth of Test Pit_._ _AZ....... Depth to ground water..AA-0 Av-&...... (T4 Test Pit No. 2................minutes per inch Depth of Test Pit____._..___________. Depth to ground water_..____.._.:____._______ --------------------------------------------------------­*-----------------*--------*-------"----------------------------------- ------------------ . . 'D 0 Description of Soil...... e., ....e..... . ...........4.AI.L-----------TZ..zs,,OZ4:�.................................................. e ---------------*----­-------12-/.ee......... C I ............... .............................................................. ...............................................................................................................................................................M........................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ...................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I'�1L 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ,-,,Signed............. A 7,4 Date------------------------------------------------------ ...- -----------*"*---—---- Application Approved By------ ........................ I — Date Application Disapproved for the following reasons:............................................................................................................... ........................................................................................................................................................................................................ Date Permit No........................................................ Issued..... D1. i THE COMMONWEALTH OF MASSACHUSETTS BOARD CAP HEALTH ;. 1.. J.-N..............OF........... 4,t .AN.S .t 3.4: `.......................... Applira Lion for Disposal Works Tonstrurtion Frrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: %PA1_`6.V.9-f�'J./-�. -" ._�':`- /� f ! . .......... ear.......le............................:. /a Lo tion-A ress t N ---..1.Jtfer, .:�!S�� �`..�Uti ..---•--------------------------- �d�'_.S�U...��!y ( /ll�i.......------....----.. ..........ner Address Installer Address Type of Building Site Lot l A::r8l 6.....Sq. feet U Dwelling—No. of Bedrooms...:.:.......---_---............._.......Expansion Attic ( ) Garbage Grinder (*AVp) a'4 Other—T e of Building ....... No. of persons, Showers YP g --------------------- P ( ) - Cafeteria ( ) Otherfixtures -------=----------------------------------------•-----------------------•----------••----•---. iisen vm W Design Flow..............1.�/°.��..... ,_gallons per.�rerst�n per ay. Total daily flow........ �.�''......................gallons. WSeptic Tank—Liquid capacity �!�' ?.gallons Lengtl8.....:"... Width.�.%. "". Diameter................ Depth__`. .°' x Disposal Trench—No. .................... Width.................... Total Length............_.__.... Total leaching area...................sq. ft. Seepage Pit No________ ________ Diameten'....9.......... Depth below inlet----6............ Total leaching area ......sq. ft. z Other Distributiori box ( %e)� Dosing tank ( ) aPercolation Test Results Performed . °. a._ Date.,,,. 42z,( ... 11;lf Test Pit No. 1..!5.........minutes per inch Depth of Test Pit ±". ....... Depth to ground water..A+ #.._0Ae_6"-__. Ps Test Pit No. 2................minutes per inch Depth of Test Pit....................... Depth to ground water........................ a --------------------------------------------------•----........-------------------------------••---------...-----------•-•---------------------------- D Description of Soil......n-.n-- ............r'04. ._._......r' CLt ' <f. �' W -------------------------- VNature of Repairs or Alterations—Answer when applicable............................................................................................... -- ----------------------•..................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of:ITL=: 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ----- ------------------------------------------------ ----------------------- ------ Application Approved B Hate Date . Application Disapproved for the following reasons:..............................---.........----...........---------------------•-•-----------------...........-- ..................•.......---•-•---•-•--....._.....•--•------...-•---•-••--•-•-----•------...-----.....-----------------------------------------------------------------••------------------•----------- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HE LTH ............OF... .........:........................... (rrtifiratr of Tompliuna THIS IS T CERTIFY, That the Individual Sewa Dis osal ystem.constructed ) or Repaired ( ) 00, bY--------- -- � -! .----- .� !IO fir ° . j�------------ - at............................... / ✓/�G �t / �.taller ,(� J ��.,1.......b.^ ----------------------------------•--------------- has been installed in accordance with the provisions o TI 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.... ! "' dated--...CV-_'. 7-n7lr................... THE ISSUANCE OF� THIS CERTIFICATE SHALL NOT BE CO RUE® A GUARANTEE THAT THE SYSTEM WILL FUVBCJION.......... SATISFAC7O . DATE.....::.... _... ---.--- Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ) ,, / No...............: FEE...2.� Permission is hereby granted_. �� _...��/��� `L to Construct Repau ( ) an Ipdividu,�1/Sewage is osal System at No...+l !!/-��{�/ h'lN�`! __ _��•--�2fN/ /..> ------------ ----•-•-•----------••............... f Street as shown on the application for Disposal Works Construction mit/No. Dated.....4 -h-v................. U• � :..4Z4 ......................................... Board of ealfh DATE................................................................................ FORM 1255 HOBBS & WARREN, .INC.. PUBLISHERS •e' .p' ;.c. a t .r a 'e+, i�. # :s .•ti.'.r e ' 1 ! „Ja s' -yam 4 .- .'h'" a,:•i: ♦� c.; s r .r of ,r i¢:,.' *. e' `'=1• `,t S..• i y. • . •r r'' >. W 4. t Tr 'it. i.. s • s e, r`', .r 5'jn, i 'a`+ �. <r x� :R +M •,. ,,14 C ; ,'.`(i --.•. y t.1:. +fr-.e :'tr ��6 `-t;T:." x .,1 >!. ±`F A 't.'A" �•u t}`". .,X'� S' -'• ` .S: n r'�.-a. 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'�f � rAA/^�I/ �J��a� �u r, a � 'r.d y.•3 {♦,� i ) �. �, f',.4 �/\ -'LQ J 4+/ .`°f a ;r ..S a s T` - ., �,t t'. n;- r.r _`Y ; •i' '' :y LoT y /7 RS�RV { 41ST s' \ + Y r h ,�s a R [3aX s So'� x D a4 `LOA M ' AN 1� Skpvc . ;.� TAClK ' G�_ PFZOPD S E f L:E V,ol 2.5•0 36+0 3� 7 TEST.. y-t C E - IV O \iJA T,t�`A E.N CQLJN r&e �f PRO a3, ' t„ nTErt 30 - 3-?,0' TDLJi�(' LJ�TER /� Yfl ILA L3LE 13, M. NA IL tN ►int .i R r ,3 7.I 3 '� 13,oa 8. 53 S:Cg L E j3 u/c.D/nrG S ETL3;�1 C� '��U�i,�E:i�--IE���S - . F20>v T 1 Si DE T F�f TZ SE P T/e 5 ys TAM Con%5 T2 UC T/ON . SH. A [ L CONF02M TO >vlASS • DES/GN r— ow 7 GAL.D,4 y' -E/V V/,e On/M C-r\/T�L CODE T/.TL - L.EAG,U ,�'EV'/5��� ?'-�`- 77�6AR/YS'TALi�4E" '.EQU//ZG-o P/Z�r�OS�D A/E�1 L.Tf/ �6lJLA,TiOrVS 7' Toro of _• - _ �. F�20,0051r� LEACH--,/ --� 3 c7• MAr1,A "OLE: Ca✓ETz TO EX TE/�/D•Tp ��'�C12✓/OtlS c�`O✓� To ,a2 VeA/T W1 TN/N /":'OF. F/A/'/5HC17 G/z a Dom° .c20r�! /ic/F%�T2A7/nfr l0 �wM zoo 3"M/N 1_—/ it!)/N/ nd/n/. 4 r -- =—�---- Mr TiGNr 4 Dr4. {� /O L>�ciG U (Y- 'Low1 1 i - nr pfTCt/ . I - - •P�`T '/ )IA. �f oo r /O 'ti1rN /4 /q ✓FOo7 2. Mrn/ `/ter rcf/ . � /.a. I -Y._ �I j1/1 Mi%v Fa o r -� Q. ft _LLJVI J C C) ° W 6 A4-E v.. TO^JE Z SE fir/c Ta.u.e- 39.8 3'9 4 ��C ��V. I �WA 7G T/G i�T) . /ti vE2r `.LAI c�Tar�r o/ _ Piro/_ n/v� r -N Cr OA�.�AGE S / TE : PL-A N PRa 11 SHWA r, 2 Tn z K E'Pi/G TANK 17/� T)2/415 JT:<��f 80. RONALD e1 /RTF{uR 71` t - .603 n �, f C?NC2E7� ST,GLA.IC-5 J-/ 3000 LUA D/rVG 89 1"14- 40 � . rje�' . Ui=I •'� �'✓�ir tVL u Cyr t Y A ,�/a'�.O t�+� e 7—e ,4 5-5 o✓E e s �'S r�r�-� cJ v�� - i -<LERTIFY THE BUILDING SHOWN .ON -TNIs � �= /,=mot � l R Oa• PLAN 15 PROPOSCD ON TNC GROUND A� �� SfIGLUN AND IT DOES COM PCY WlT N �T1iC GUILDING SE73,QCK Rc/Of1)iR ",^SENT S OF .�s cow,}�. THE TOGvN or 3,9 R N S 7A - \�.Cj s7f -:fir; 0,,\ 7 i1,�_ 7-,7/ E L O W PROFILE ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES. TOP OF FOUNDATION RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE ALL PIPE TO BE EL = 40.30 +- ONE INSPECTION RISER FOR SCHEDULE 40 PVC LEACHING GALLERY AND TO PITCH AT 1/8 in/fL MIN. 37.75 zD-BOX 3 ft 'OL IL4 3" DROP MAX FLOW LINE tTEE 34.75 10" - 14' 48' GAS�� PRECAST -BAFFLE DRYWELL 35.95+- 6 in SOILTABSORPTION EXISTING STONEM OF 34.13 LEACHING SYSTEM EXISTING BASE 34.30 GALLERY EXISTING EXISTING 34.00 (END VIEW) 32.00 5.00 ft + 1000 GALLON SEE DETAIL ON REVERSE EXISTING SEPTIC TANK 8 ft of 5 ft 12.5 ft bl.12 ft ADJUSTED Qllk24.3 SEASONAL HIGH GROUNDWATER wn1 mr O 0 W y. •'w :p � �O O �1 ( (1 O C) rm �M LmW Z ` coCDNa) lM-Lcoiv-mm � my n D m � rU1v -rn+� � - mNwcn�lwm wvl � mo ° y Z o z r- 2O r rnTrn rTlD > F_ O Uur �um -0 M 0 z <• = 0 CD y � o (� cl � zC cn > m m � F � � _ I 0 0 �u rnmrn Lm zo 0 ES) o 0 0 m > 0 z M LD w Fw � I , z w COryM ml � ' N � x � ma Ii Imn EXISTING=oo yo 4 BEROOMo x o coW* DWELLING ry a TOP OF FNDN �1 Sli'� Nm m N I EL 40.30+- I N m ci C: / w � < m 2p > o I y < ~� mo o 3 x A = 93.00FL z cn =r-omo= p >W w 3 n o>,�m�' @ E) z� �� � — N >Z 0 3---A r-r '� CD �� �� EDGE OF PA VEMENT O Z mo M D 0 o�=mz Lv =z OO m ® TIRA o mIGH T�VA--A>0 ZNY z =� C) I 0r> � �� �� -0 I 00 >z�F-o 0 "� Wm 3�n >Z O �. O i (!) F>nZ�CX Z orp y rn _I (n�- nl i cn=ooz y N 0 F 02: fill- -�_<r3� O o��c� rX f�l i f�mX Ocn. Ulm Z O Z ❑ p g >f Z -0 �y33 ti >o= z m !� Z rn > Zm nfTlm-� mymR1 yM � C) (n mm _��o� - o o m ('`) � �l cn c) �-000z M 3�m�rn ny y O y rn 0 �m o Ul C) CD M M 3k�z' 0 p�� I X n0� l ' I mZ==C O R1 cAn _� m OHO(-1 aZz� Z ti �c�>m3 ,1 CD O O> >�u f po �m m (� 3 y � � m ,l O r-yZm y y ��cZimZ T >(J) rn C0 CZ 3��m mrnN �r r Xomzl� N C -u p n � m 0 30-Izml-� cn=cn _I O o o��,�c m Z � o = xo (n�rn�o�z �� O �Z z o o Z co 7 O Z y ° M fTl< z m O �O1 30da�3 rn3mmm a O r ZrZ0mm m l 1 M3I��d �� �3�0� rn �� z 0ym 00� mo z > o c) (n• O y 9 0;M o m 3 3 0cf) M f-MF-m Z w� O ® � O �yM1HJId�ls oOZncn 0 r CD fTl n�30 0 y > �y mcnZ > 3 mz0�z M z z-I m z ~ o�Zmo O= T 3 zJ 3 mo Z M V a' j SOIL TEST LOG A. DESIGN CALCULATIONS DATE OF TEST: FEBRUARY 17. 2007 \ .' SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. SEPTIC TANK: 440 GPD X 2 DAYS = 680 GALLONS NO GROUNDWATER ENCOUNTERED L OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL TEST PIT PAR PARENTMATERIAL:i� OMIN/INCH IN C SOILS CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) AT DISTRIBUTION BOX: USE 3 OUTLET D-BOX. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 33.5 f t x 12.5 FL x 2 FL LEACHING GALLERY CAN LEACH 37.70 Abot = (33.5 x 12.5 ) = 41B.75 sf 0-8 O WOOD LOAM 10 YR 2/2 NONE FRIABLE A s d w = ( 3 3.5 + 3 3.5 + 12.5 + 12.5 ) x 2 = 1 B 4.0 s f 8-14 E LOAMY SAND 10 YR 2/i NONE FRIABLE Atot = 602.75 sf Vt 0.74 x 602.75 = 446.03 GPD 14-20 A LOAMY SAND 7.5 YR 2.5/3 NONE FRIABLE USE A 33.5 Ft- x 12.5 FL x 2 FL GALLERY. Vt = 446.03 GPD > 440 GPD REQUIRED 20-40 B LOAMY SAND 10 YR 4/4 NONE LOOSE t 34.37 40-152 C MEDIUM SAND 10 YR 6/4 NONE LOOSE LEACHING GALLERY CONSTRUCTION 500 GALLON DRYWELL 25.03 DETAIL DIMENSIONS AND DETAIL SHOREY PRECAST CONCRETE USE H-10 UNIT TEST PIT 2 NO GROUNDWATER ENCOUNTERED LEACHINGOUNDRYOWRELL PARENT MATERIAL: PROGLACIAL OUTWASH EOUIVALENT ONE2 MIN/INCH IN C SOILS STON RISERLTO WITHINSSIXTION INCHES OF FINAL GRADE AND INDICA 33.5 Ft ON AS-13UILTECARDATION ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER m (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 37.55 41 "' � 0-6 O WOOD LOAM 10 YR 2/2 NONE FRIABLE 0 33 in N O O N Oa1--]� O O OOOO 6-9 E LOAMY SAND 10 YR 3/1 NONE FRIABLE e '" r : 000000c ac o 0000 9-16 A LOAMY SAND 7.5 YR 2.5/2 NONE FRIABLE m �O0000a �0 8 1� 16-40 B LOAMY SAND 10 YR 4/4 NONE LOOSE 4.B' 8.5 8.5 8.5' 4.0' 34.22 33.5 f t 10z fn 40-144 C MEDIUM SAND 10 YR 6/3 NONE LOOSE 25.55 LEACHING GALLERY CROSS SECTION VIEW USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-Ud LOADING) NOTES 2 In PEASTOAE 2 In PEASTONE 0 0 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN. 28 3/4 In T EFFECTIVE 3/4 fn TO [in 6 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED In -1 2 In GRAVEL DEPTH 1-1 2 In GRA FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 3) ALL COMPONENTS •INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS 46 in 58 In 46 in OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 150 in BEFORE EXCAVATING FOR SYSTEM. 51 EXISTING LEACH-PIT TO BE PUMPED. COLLAPSED. AND FILLED OR REMOVED. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF- IRON. FINES AND DUST IN PLACE. 71 LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0' BEFORE PITCH NG'DOWN `t GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN \ / C1J9 I v EXISTING GROUNDWATER LEVEL 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION`.OF LOW FLOW.'FIXTURES BASED ON TOWN OF BARNSTABLE -TO SERVE EXISTING DWELLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPT ICT;ANK�atz.4;-. GIS DEPARTMENT RECORDS. 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING, DO'NOTM1 , DEBBRAH A. SAMBADE PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. a hs, / INDICATED GW 20.00 355 STRAIGHTWAY HYANNIS. MA r4 INDEX WELL MIW-29 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING-"WQR'K. ZONE D �_ READING DATE JANUARY. 2007 EEO-TECH ENVIRONMENTAL 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADEf_ON A` LEVEL READING 8.3 STABLE BASE THAT HAS BEEN MECHANICALLY. C.O:MPACTED AND- ON TO .WHICH ADJUSTMENT 4.3 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED` TO MINIMIZE UNEVEN SETTLING. ADJUSTED GW 24.3 ETE-2550 FEBRUARY 17. 20071 212 LOCUS LOT 20 f tri � ASSESSORS ol�� 269-232 79.9 9 ,E N80'56'00"E 18. o 26.0_ — ASPHALT i DRIVEWAY HYANNIS PROPOSED GARAGE LOCUS MAP 19. 3' _ _ y 26•3 � PLAN REF 331-58 DEED REF- 3064-184 cv ............. v ZONING: "RB•' 00 """"""' N SETBACKS: 20'-10'-10' cn FLOOD ZONE: 11C " ........... o PANEL NUMBER.- 250001 0008 D , , ,,, o �+ LOT 1 9 'EXISTING" DATED.• 07_02_92 ASSESSORS `� ; HOUSE':;;; 26 9-2 33 � � P ---PLAN OF LAND w ............. � X LOCATED AT. �,y LOT;' W �355 STRAIGHTWA Y o HYANNIS, MA. 10,268±sf 0 0 z ASSESSORS c� 2 6 9-2 3 4 �s®AA A'A PREPARED FOR.• ® or r �93 4.01 MICHAE'L JA CKSON 0 1, ® EP J J ® c—_ HEN SEPTEMBER 26, 2007 DOYL S88 10 55„E 105.82' i ® , ^ ' �� ® REV- IV QA ®®9 REV- REV ASSESSORS LOT 17 40. 0' T YANKEE LAND SURVEYORS 269-241 � & CONSULTANTS ASSESSORS GRAPHIC SCALE P 0. BOX 265 269-235 20 0 10 20 40 UNIT 1, 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 rt. TM 508-428-0055 FAX 508-420-5553 1 inch = 20 ft. SHEET I OF 1 JOB #• 54231 JF i