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HomeMy WebLinkAbout0095 COACH LANE - Health r nS� , � C�1�T�urie' 1]1'i'lable r' A= 298 - 076 TOWN OF BARNSTABLE LOCATION R s C-e,4-r-6- L K(. SEWAGE# ,A,-,d%-J:T B ASSESSOR'S VILLAGE AJZ k4 r� 5 MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY i S iNt6 l ann-r-a- LEACHING FACILITY: (type) (size) ,A�e- NO.OF BEDROOMS OWNER 0L PERMIT DATE: ,r`-j COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility .F-77 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 .�lf}"_ �r�V �/ � ,l 6� .a. •� � , .�q� ��, No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpphratlon for Mispo8al 6pstem Construction Permit Application for a Permit to Construct( ) Repair(JK Upgrade( ) Abandon( ) ❑Complete System tWIndividual Components Location Address or Lot No. 5 CO (an 4L Owner's Name,Address,and Tel.No.;57ed-3&-) y87/ /� Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.cSZe-3e q y ,D© &,?6y 7. 1 ,moc g S-X lq tuu sF- Type of Building: f- Dwelling No.of Bedrooms 3 Lot Size 39 yG9 — sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .330 gpd Design flow provided Jq9. 3 gpd Plan Date to U a0&&o Number of sheets ,_ � Revision Date 7 /') /7 Title 4 i 5 o�e a ��Y7 � �J Lane Size of Septic Tank KJ Knolntk 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 Co n o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. - Signed - Date YX Application Approved by Date Application Disapproved by Date for the following reasons Permit No ' Date Issued --------------------------------- -- -_ - No. Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ll -" Yes PUBLIC HEALTH._DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS I:K ftplitation for Disposail Opstrut Construction Permit Application for a Permit to Construct( ) *Repair(e Upgrade( ) Abandon( ) ❑Complete System ®I dividual Components Location Address or Lot No. q 5 COe�.�vi n Owner's Name,Address,and Tel.No. - G� • �'�/ Assessor's Map/Parcel 4+ �d1tJ1�5 I~ ! rn tWV5,_ ,,wn A p2:t,3o Installer's Name,Address,and Tel.No. Designers Name,Address,and Tel.No._1;2�S ! i•-t27t "i '4n�5�f uc�i( ,�,�yc 0.0 '&76y � e�P i e 1, ,=0C 4 S15 Type of Building: v Dwelling No.of Bedrooms 3 Lot Size •39 t/O9 �' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 130 gpd Design flow provided 7 3 / gpd Plan Date (QALa iv,?OG( Number of sheets Revision Date Title'i�' �. `] 1�DL� Peril) 11 ";1,5-6�QA Lone r Size of Septic Tank C_K1 4i r,-- ICE Type of S.A.S. ,� J Description of Soil ,p Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: Agreement:The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage,dispos"al system in accordance with the provisions of Title 5 of the Environmental Code-and not fo place the system in operation until a Certificate o f Compliance has been issued by this Board of Health. Signed Date IF11'y/ " Application Approved by �' Date Application Disapproved by Date for the following reasons Permit No.�—�.o —( J Date Issued -=// j THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance f. THIS IS TO CCnERTIFttY,that the On n-site Sewage Disposal system Constructed( ) Repaired(,h°) Upgraded( ) Abandoned( )by t'I6 ft3 i0i�( ` ��MS' ( re•✓i �C. -- - -- - at Q,�j^(204:a�) 44n y�.. - :Y,t-#'Y1'z�`�".1rj has been constructed in accordance --with the provisions of Title 5 and the for)Disposal System Construction Permit N dated Installer 80t�o6f - �� f1.JiC`f'l�1l 1 -�a'1� Designer 1�,V yA K 4A ag t/I IV f? #bedrooms _3 Approved design flow 1 3 W gpd The issuance of this permit shall notbe construed as a guarantee that the syC tem will f inati n asl designed. Date f �/ 2 Inspector --- ---------_------------------------------------------------------------------------------------------------------------- No. ` / —C;� / l► Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS MispoBal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair ] Upgrade( j) Abandon( ) System located at q57 A h C y�(! 1 j r ye and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date �'�1 L l 1' Approved by` i No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Misposaf *pstetn Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. r Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 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) 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 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction 3pPrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by AUG-30-2017 22:14 From: To:15087906304 Paee:111 GYM�03'a To,wm of Barnstable Regulatory Services Thomas F.Q~aer,Director mmam e Public Health D"ian Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 568462-4644 lax: 508-790-6304 InIdaller&llDesimaer Certi cstion YO Date; g �$ 1 Sewage 1?er=1t# 2D 1-7-Z7 1 Assessor's MapWarcel 248 7(o Designer: DOWN OAM �t tJC Instaner. LO !' CkN &4 Address: 4,A Address: 45_ (#Jb M 9b --' On xi i y I ,Fv�-t sir" issued a permit to install a septic system at q5 CO based on a design drawn by (address) DW ice. A. D)P� dated rzav, "7 1 (designer) 1 certify that the septic system referenced above was installed substn0ally according to the design,whiob may include minor approved changes such as lateral relocation of the distdbution box and/or septic tanlc X certify that the septic system referenced above was installed with major changes (i.e. • greater than 10'lateral relocation of the SAS or any vertical relocation of ar►y component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified designer to follow. Z_ (Installer's Signat7zC) oANfEL aOJALA CIVIL No,45502 9GfSTfE (Designer's Signature (Affix De Here) PLEASE RI?,°I'eTR1Y TO RAIRNSTABLE PUBLIC .IMALM DIMS U CERTII�Y CobEPLL4NCE WILL NOT BE WM UNTIL B _E®RM AND A&BUILT,CARD ARE BY-=BAUNSTABILE PUBLIC HEALTH DMO ON. YT. Q:H=hh/S%AirJDcgg=Certifiexrion Form 3-26-04.dne t ' tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape eniiaeeviag l civil engineers& land surveyors structural design May 9, 2006 Arne H.Ojala P.E., PL.S. Daniel A.Ojala, P.L.S. land court Barnstable Board of Health Timothy H.Covell, P.L.S. surveys 200 Main Street Hyannis, MA 02601 site planning Re- .95 Coach Lane, Barnstable sewage system Dear Board Members: designs On behalf of our client, we hereby request permission to upgrade the septic system at the above-referenced address to accommodate 6 bedrooms. The lot lies within an inspections Aquifer Protection District, contains 39,409 square feet and is served by town water.. The base of the system is greater than 70' above the groundwater elevation based on permits the town groundwater map. No variances are requested. Thank you for your consideration. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: NUM Cusick, c/o Sarah Cusick i br 13'x 13' br 10'x br 11' 13'x 14' ba ba living/dining/kitchen (open) garage existing floor layout laundry 95 Coach Lane Barnstable 1" = 20' I r L s OkIKE Tp� DATE REC.BY MAM Town of Barnstable 1639• ♦0 SCHED. DATE �AtfD MA'1 A Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Application to Construct or Expand to Six (6) or More Bedrooms. LOCATION / Property Address: C o t7 e Assessor's Map and Parcel Number: 42R9 a-- ?4 Size of Lot: S F Wetlands Within 300 Ft. Yes Business Name: No_ Subdivision Name: r_ a. APPLICANT'S NAME: Z°g AA &S�ck Phone x` -5 6.,)- Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON �` A'�i l.�C ��K Name: ::.,rl 4 Name: /1 S A�/z/�' J u A Address: gS ( AO LZ—S�— Address: Dowri (2a, SI ne_ell/,uq V, 1 Phone: S. � Phone: (, a — Checklist Please submit copies in 4 separate completed sets. e/ FQr(4)copies of this application form Four-(4)copies of engineered plan submitted(e.g.septic system plans) lam"4'Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) Q:\Application Forms\SixBedroomForm.doc IIL THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I MA/ DATA Town of Barnstable NAM *63; , Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPR Paul Canniff,D.M.D. .a. May 30, 2006; Ms. Sarah Ojala Down Cape Engineering, Inc. 939 Main Street, Route 6A Yarmouthport, MA 02675 ARE ry Flue Beroorn Seep iGt Des gnu 95 Coachane; fi tabe � z Dear Ms. Ojala, Your request to construct a soil absorptionh%- arn desigr.ed`for-six (6) bedrooms r at 95 Coach Lane, West Barnstable, is not granted. However, you are granted ' permission to construct a soil absorption-system-designed for five (5) bedrooms. The septic system plans shall be revised to show no more than ifive (5) bedrooms. The septic system shall be constructed in accordance with the submitted plans dated May 18, 2006. Sin er ly yours, I Wayne Miller, M.D. Chairma t; w1 Q:Ojala6Bedrooms2006 4 8 t VU Town of B rnstable Department or..Regtilatory Services _ Public IIealih Division DategrADM Y 0 200 Main Street,Ilyanms MA 02601IN a6 �, ♦b I py� Time_____ --�'Fee Pd. Date Scheduled 'l Suitability Assessment for Sewage Disposal ►for �' Witnessed By: Performed By, LOCATION & GENERAL INFORMATION I Owner's Name C wp( G[L Location Address �5 (-OA J La Address �t�; uC / I Engineer's Name Assessor's ap�ice�: a y/96 t 12F'� /// REPAIR Telephone# 6_0 P NEW CON.STRU�4:1'ION 510 es(96) ° Surface Stones Land Use � St� I' P , ft -/ Zt9J ft Drinking Water Well � — Water Body �0 ft Possible Wet'Area__._-•--- Distances from: openft O ft. Property Line �—ft otherDrainage Way ; CII; Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) S1�ET ( \ V f7 J � .d�AO '� ♦ A4 O • ♦ .AO AC IM , s � a� .7s• \ as .cCr.G ram, 77 ,aoAe y� h REV, BY AWS /9T0 alAe LA1 ORIGINAL ISSUE: /96d i I Depth to Bedrock Parent material(gedlOgic) # Weeping from Pit Face Depth to Grouodwaldr. Standing Water in Hole: Estimated Seasonal;High Groundwater ID D ' F4,RNIINATION FOR SE.A.SO�4AL IIIGI-i WATER TABLE Method Used: In. DepB►10 soil lnolthss f[. Depth dbpervcd slanding in obs.hole: II► Groundwater AdjusttIllOn�tUunciwatcr i suet _ Depth to from side of obs.hole: A�,(ACtar, .. Reading Date: Index Well level., index Well# I PERCOLA'I'I�N TEST DateTi .� me Observation j Tittsc at 9" ------ -�---""-' i Hole# Time 8l G" Depth of Perc i Time(9,W) .—w— start Pre-soak Time End Pre-soak Rate Min./lnch ; __— Additional'TtstingNeeded(YIN) Site failed; Site Suitability Ass0sment: Site Passed BeCo letecl on Back Observation ---- Original: Public Health Division Hole Data To p la ibn testis to be conducted within 100' of wetland,yoll Inust first not the If perco prior to beginning- 72.rnCtAble C40servation Division at least one(11) week DEEP OBSERVATION BOLE LOG Hole# _, I Depth from Soil Horizon Soil Texture j Soil Color Soil ! Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. l ' Consistency.% travel DEEP OBSERVATION HOLE LOG. Hole#?� Depth from Soil Horizon Soil Texture Soll Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste c %Gravel) 4 LS 1- , 40 ;DEEP OBSERVATION HOLE LOG Hole# Dept from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel ,'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil other Surface(in.) (USDA) (Munsell) Mottling (Structu(e,Stones,Boulders. Consi ten ra I Ir'lood Insurance Rate Map: Above 500 year flood boundary No____ Yes Within Soo year boundary No X Yes„_ Within 100 year flood boundary No--� Yes es Depth of Natu>tall Occurrin Perviolts Material Does at least fo r feet of naturally occurring pervious gfaterial exist in all areas observed throughout the area proposed f r the soil absorption system? If not,what is the depth of naturally occurring pervious material? - - Certification I certify that on._N& (,date)I have passed die soil evaluator examination approved by the Department of environmental Protection and that the above analysis was performed by)Fid�'��ent with . the required tr Wing,expertise and experience described in 310 CMR 15.017. Date Signature Q:%SEFnCWJ3RCfAORM.DOC No.....6_1.......... FEx .................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---------------- ...................................... r 0 'Appliration for 43iiiVusal Vorkti Tontitrurtion Vamit Application is hereby made for a Permit to Construct ( or Repair an Individ al Sewage Disposal J/�SAp Application S Sy�tU 9 f-- -7 en at- yst t Z _4 ...... ......... .... ...... L, ----------- LocjMir ers -L-1 4 t No....... ...... ...... .......... �Or I- . ........................ ... .............................. ................. Owner Address ------- ------------------------------------------------------- ....--------------------------------------­------------*--------------------------------------- Installer Address Type of Building Size Lot............................Sq. feet Dwelling Y—No. of Bedrooms............................................Expansion Attic Garbage Grinder ( Other—Type of Building ---------------------------- No. of persons..---------------------_---- Showers ( ) — Cafeteria ( Otherfixtures ..................................................................................................................................................... Design Flow.=......... ...................gallons per person per day. Total daily flow....... ----..----.---------.-gallons. P4 Septic Tank—Liquid capacity------------gallons Length................ Width..----.--------- Diameter----.-._.-..-.-- Depth-.-._-.--..---. Disposal Trench—No..................... Width--.-.-..------------ Total Length----.--------_---- Total leaching area....................sq. f t. Seepage Pit No.-_---------------- Diameter.................... Depth below inlet................_... Total leaching area------------------sq. ft. !Z Other Distribution box Dosing tank Percolation Test Results Performed by-------------------------------------------------------------------------- Date------------------------------------ -- ,� Test Pit No. 1_--------------ininutes per inch Depth of Test Pit.................--. Depth to ground water...--------------------. (i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-.---------------------- 9 ............. ......... =w. ..........en._;............. _----�_ - 0 Description of Soil---------------------- .......... ---rt4....4� -.e-------------------------------------------------- .................................................................................................................................................I........................................................ ------------------------------- ........................................................................................................................................................................ 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance had been is d by the rd health.of health. gned ................. ------------&.;............ ......................... Y­--------­------- ------- ----------- Application Approved By---�m..... .4Z6i"1UA__4A41V_"_ Date Application Disapproved for the following reasons:................................................................................................................ .....................-----------------------------------------------...................6............................................................................................................... Date PermitNo......................................................... Issued---------------------- ------------.................... Date ------------------------------------------------------------------------------------- ----- ------ -------------- --- No. .. Fix.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Applirtt$ivit for 13ifiVaii tl Worko Tomitrur$ion f rrttti$ Application is hereby made .for a Permit to Construct (4<0r Repair ( ) an Individual Sewage Disposal Syst �at � d f�, � � �'' �� ;� �"— 7 Lo 5tion'- ress r or Lot No. c Owner; Address Wlei r3 t ........................................................ r Installer Address d Typef ............................Sq. feet of Buildin � r �, Size Lot________________ U Dwelling No. of Bedrooms.........:_.............................Expansion Attic ( ) Garbage Grinder ( )U PL4 Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtures ------------------------------------------------------ W Design Flow___"_________ j___________________gallons per person per day. Total daily flow..... _15��-----------------------gallons. WSeptic Tank—Liquid capacity.:..........gallons Length................ Width---------------- Diameter________________ Depth__-______-_----. x Disposal Trench-No......................,Width____________________ Total Length.................... Total leaching area____________--______sq. ft. 3 Seepage Pit No--------------------- Diameter----------------_--- Depth below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date---------------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit____________________ Depth to ground water--------------_--------- Test Pit No. 2................minutes per inch Depth of Test Pit..................... Depth to ground water........................ O f' ,. Description of Soil---7------------------ Y t' -------- M .. 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 Article XI 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 �l orI of health. ,.Sign /7_ .... tva..._F...a... ............... { Da Application Approved By..... ---- ............ �-�- y----- ��t✓� -------------- � --- ----------------------- Date Application Disapproved for the following reasons----------- ...................••------___-------------•--•-----•-•------------------------------------------- --------------------•---•------•---•-•-•-----............---------•=----•-•-----•-------------•---------.-•-------------------•------•••--------------------------------•---•---------------•----------- Date PermitNo.......................................................... . ... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH .. CUrr$if ira$r of Tuttiplittttrr THIS IS TO CERTIFY, That the,,Individual Sewage Disposal System constructed or Repaired F Y- ....... r --- ................All ............ < J Installer- o s at.-----••-- �'! - - - -- � � -- -� -- � w .P `�-- �'".`ate -_- ��-�........----•-•--- has been installed in accordance with the provisions of Article XI of The State Sanitary Cod as de rib d in the application for Disposal Works Construction Permit No______________ __ __________________ dated:°'__ '--_Y ?� .............. THE ISSUANCE OF THIS" CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE .,SYSTEM WILL FUNCTION SATISFACTORY. DATE------= - f.). Inspector..... ' G.e---- --- - -----•-•-•-•-----•--- THE COMMONWEALTH OF MASSACHUSETTS BOARD ,OF, HEAL H - f� r ,� No..... ... ::.....-- . . FEE .....- Permission, is hereby granted_____4?A � G _. ______ to.Constr t ( ' ) r Repair ,( ) .an Indivtdual ,*age,Disposal System ats w x t �' =a C - �.. V Street a's"shown on the application,'for Disposal Works Construction Per.,it No - :._ Da'ted__- F �........--.------. .DATE . �;y a ;Board£of Health ___ ._ _.___ t ,- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS - ,.� '- / '�[a'-----� 'r'r.-�= -.• -_,'sue_+iw'�'��..,+.._.� .:� .�-.....•��. .�.�..�. _ - _.. -�*+ma. 1!1 ; 1 UN �� / his - � ► / � _ _ • are I Imo■ 0�1�Pal IS all i ALL SYSTE SHALL SYSTEM EM PROFILE MARKED WITHCMAGNEfICTTAPE OR g� 'PEST HOLE LOGS PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT SCALE) MEANS FOR FUTURE LOCATION. " ENGINEER: DAVID FLAHERTY, RS ACCESS COVERS TO WITHIN 6 OF FIN. GRADE CONCRETE COVERS'TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE \ TOP FOUND. EL. 109.6' FILTER FABRIC OVER STONE DON DESMARAIS, RS \\ 108' 2% SLOPE REQUIRED OVER SYSTEM 1 Q4' WITNESS: I. o MINIMUM .75' OF COVER OVER PRECAST NOTE: 2" MIN. WALL BLOCKS 0R DATE: 5/O6 o PRECAST H-ia THICKNESS REQUIRED RISERS (TYP.) PROP. TEE 4" SCH40 PVC MORTAR ALL PRECAST RISERS < 2 MIN/INCH o 2•0 PERG,. RATE _ PIPES LEVEL 1ST 2' COMPONENTS H-1a _T1 s" MIN. SUMP �4 (TYP.) 1NV'S EL. 100.17' �4 I 11243 12^ MIN. INT. DIM. / ENDS SIDES 101.0' CLASS SOILS P# �1106.0' 10°' EXIST, GAL H-1014 / on o ¢ ct TEE SEPTIC TANK** TEE �� ®®M® ®0� Uj m mF�nj(� __IEgM(�®I� o LOCUS LO5. ryry'1* na�a°opono°O WATERTEHT D'BOX0l � o000000000oE a c < LLL�lfGAS BAFFLE o bn4 0_ FOR, LEVELNESS n o ®®CI®ITCICI�C1-1 CC 1=11F ICI MM � 9 7' o'c o 0 o r-:o o �(� { 8.1 100.44' 100.27' 4' Li0 LEVEL (ACME OR EQUAL) U - 4 ELEV. L H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 0' 1 02.0' 0" 1 03.5' 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED u ALL AROUND PRECAST STRUCTURES FILL O/A/E 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 1�}" COMPACTION. (15.221 [2]) MIN. A/E LS LOCATION MAP NTS (13.4% SLOPE) ( 1:% SLOPE) LS 1OYR 4/2 17" 1 OYR 3/1 11" ASSESSORS MAP 298 PARCEL 76 P 12' LEACHING 90.75' BOTTOM TH-1 DWELL. - EXIST. SEr TIC TANK 34 D' BOX FACILITY NO GROUNDWATER FOUND 8 B LS LS *THE INSTALLER SHALL VERIFY **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT THE LOCATIONS OF ALL 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE 52" 10YR 4/6 97.7' 40„ 1 GYR 4/6 100.2' TES UTILITIES AND ALL BUILDING WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE - SEWER OUTLETS AND CONDITIONS IF NOT SUITABLE C1 C1 ELEVATIONS PRIOR TO 1. DATUM IS APPROX. NGVD INSTALLING ANY PORTION OF PERc FMS PERC FMS SEPTIC SYSTEM 2. MUNICIPAL WATER IS EXISTING 1 ,3.br �\ 91" 10YR 7/4 91" 10YR 7/4 ,x 'br 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 1(0 C2 4. DESIGN LOADING FOR ALL PROPOSED PRECAST b\ UNITS TO BE AASHO H-1(� !- CO /�� ba FS FS living/diningAitchen garage\\ taPen} 5. PIPE JOINTS TO BE MADE WATERTIGHT. Z ! `N wl I y\ \ / existing floor layout 2.5Y 7/3 2.5Y 7/3 / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE E ' WITH 310 CMR 15.000 (TITLE 5.) %laundry • 135" " 91.9' 1 1 90.75' 139 NGWE NGWE 7.. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY !' OTHER PURPOSE. �`• l ' , .>' ``11.,. ,, ,•,`� .....,1 ti, `.� � PIPE IC SYSTEM TO SCH. 40-4" PVC. 8 P FOR SEPT EM 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF SEPTIC DESIGN: (GARBAGE DISPOSER IS tvf j AI I t�wFn ) HEALTH AND PERMISSION OBTAINED FROM BOARD r - OF HE T BENCH MARK -TOP OF DESIGN FLOW, _3 BEDROOMS (_L GPD) = 330 GPD AL H. RET. WALL EL. = 107.1' USE A 330 GPD DESIGN FLOW \ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ''., `,. > * \\ SEPTIC TANK: 330 GPD ( 2 ) = 660 E (1- 33) A CALLING DIGSAF 888 344-72 AND VERIFYING THE LOCATION OF ALL UNDERGROUND & RE-USE EXISTING SEPTIC TANK* OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF , o LEACHING: WORK. 1 f 2(25 + 12.83) 2 (.74) - 111.9 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ..., �. � SIDES: BE REMOVED BENEATH AND 5' AROUND THE H1 � ` 25 x 12.83 (.74) = 237.4 PROPOSED LEACHING -r M FACILITY. BOTTOM. OS D EXISTING DWELLING TOTAL: 472 S.F. 349.3 GPD �\ 7 H2 � 12. EXISTING LEACHING FACILITY SHALL BE PUMPED USE (2) 500 GAL. H-10 LEACHING CHAMBERS {ACME OR AND REMOVED OR PUMPED AND FILLED WITH CLEAN aECK \ SAND, } oQQ EQUAL) WITH 4' STONE ALL AROUND 7. LP i f'•� 1 / BOARD OF HEALTH r; r L MA y�f ,: APPROVED DATE o i Co TITLE `I ' � mot- : C' \, '\ j `• \. \�- b�ftEiAOYAi.CF,+UNSUITAHI..E'SO�.(8-LAYER) OF QCOACH ��}) !}-I� LANE ,I t. REQUIRED ARWNb PERIMETER OF LEACHING .:J 5 C lJ A C 1 1 FACILITY, DOWN TO SUIT AgIE SO4L LAYER. 1 REPLACE WTH-CLEAN MECIAMD. TO MFiT "'� SPECInCAnoNs OF 3Io cMR 15.255(3) I NOTE: EXISTING LEACH PIT SHOWN APPROXIMATE (NOT ! IN THE TOWN OF: FOUND). r p 1N OF \ ) FOUND AND NO AS-BUILT , BARNSTABL�E ( VILLAGE) r RECORDS FOUND . SHOWN AS ) � DANIEL 1T WAS PROPOSED s <s s • r LOT 67 �� �_ `' ' ' �' `o oJAI m� �� oJALA PREPARED OR. SARAN CUSICK 39,409 SFt ''� CIVIL "I RE ABED F #; Na.40980 No.�6502 �o `E \�� off 508-362-4541 �• ` F rE NC?-.cUR�#�%+ J�0 { 30 60 90 fax 508-362-9880 1 downcape.com O - (j) /y�� /ypyg� �yo-�'gyp/ :�yyg�pP )yy.$yp� t.�#p j, sT •6 cape 1i+s9 �'l AP Il�e'4 : iW6 9 .(�' .: \ •., { EI I (\, \ ffflll ~✓` u, - 0 DATE: bP * ' # SCALE ° civil engineers i N. 1 3 \ � ;, � �. � E 1 � MAY 1 2006 hi Y 0 land Surveyors �. ,- REV 5/17/06 (6BR TO 5SR) 939 Main Street ( Rte 6A) `104,65 / Rev 7/17/17 (58R TO 3aR) �� YARMOU7HPORF MA 02675 $$ 0 6-0 3 5 DANIEL A. OJALA, P.E., .P.L.S. DATE EXISTING SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 109.6' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPEC11ON PORT'WITHIN s" OF FINISH GRADE DAVID FLAHERTY, RS ACCESS COVER (WATERTIGHT) TO ENGINEER: QUIT TO STET 102.0 MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM l 02.0' WITNESS: DON DESMARAIS, RS LOWERED)• y 2" DOUBLE WASHED P ONE\ DATE:` �3/15/06 ' RUN PIPE LEVEL I z • 106.0 FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCH � PROPOSED 1500 GALLON SEPTIC 98 75' 99.0' CLASS I ' SOILS P# SLAB El. 1023' ` 99.0' TANK (H- 1O ) GAS BAFFLE 9 8.14' = a = = O = 0 Q 0 Loan 98.31' �� ag7 MIN ooao a oaoo (-2 -% SLOPE) t_6" CRUSHED STONE OR MECHANICAL go 2, Q a a a a 95 f 0 �6' PROP. INVERT A OUT AT 4 COMPACTION. (15.221 [21)+ � �t Q ELEV. � " �z DEPTH OF FLOW = 1 1 0 102.0 0 103.5 PROEL P. INVERT B OUT AT ( %` SLOPE) ( % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE stzEs: H-20 LEACHING CHAMBERS 0/A/E 10 FILL EL 99.7' (ADD'N) INLET DEPTH = 14 OUTLET DEPTH = 14" A/E LS LOCATION MAP NTS LS 1OYR 4/2 EXIST. DWELL. 15' ' LEACHING 17 1OYR 3/1 11 ASSESSORS MAP 298 PARCEL 76 SEPTIC TANK 44' D' BOX 20 PROP. ADD' FACILITY 5N 28' 2' B B LS LS ZONING DISTRICT: RF-1 YARD SETBACKS: PROP. GAR. SLAB 52+1 10YR 4/6 97.7' 40" 10YR 4/6 100.2' FRONT = 30' ELEV. 105.5' ? Cl Cl SIDE = 15' - TO PROPOSED 1500 GAL. ST PERC FMS PERC FMS REAR = 15' INVERT OUT AT 90.75' PLAN REF. - 260/42 1 . EL 102.5't 10YR 74,-1 91" 10YR 7/4 91" / FLOOD ZONE: C ��;� BENCH MARK - CTR OF C2 C2 IN C.BASIN EL. = 98.1 /o FS FS 14 J i' \°° 2.5Y 7/3 2.5Y 7/3 ✓�`�` LLJJ - 135" 90.75 139" 91.9, NGWE NGWE NOTES. ;~ APPROX. NGVD r g5 SEPTIC DESIGN: (GARBAGE DISPOSER IS _N(�T AI I I�WFiI ) 1. DATUM IS �G � °2 \ 2. MUNICIPAL, WATER IS EXISTING O g6 � DESIGN FLOW: _6 BEDROOMS (- 11 Q GPD) = 660 GPD • USE 4 662 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �i 104 `\� g1 °s 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 706 p � ��\ SEPTIC TANK: 660 , PD ( 2 ) = 1320 ' Cis 5' LOADING FOR D BOX & CHAMBERS TO BE AASHO H-20 1021 \ > 5' REMOVAL OF UNSUITABLE SOIL USE A 1500 GALLON SEPTIC TANK 5. PIPE 'JOINTS TO BE MADE WATERTIGHT. �� g9 REQUIRED AROUND PORTION OF 108 �\ ° PERIMETER OF LEACHING FACILITY LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. �0 (INVERT IS IN PORTION OF B LAYER - SEE TEST HOLM). DOWN _ ENVIRONMENTAL CODE TITLE V. ' 709 0 To SUITABLE SOIL LAYER' SIDES: 2(58 + 10.83) 2 (.74) - 203 ''� \ �` �• REPLACE WITH CLEAN MED. SAND. 7. THIS PLAN 1S FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT BOTTOM: 58 x 10.83 (.74) = 464 TO BE USED FOR ANY OTHER PURPOSE. 105 / '°11 -8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 902 S.F. 667 GPD USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT � \ �, INSPECTION .BY BOARD OF HEALTH AND PERMISSION OBTAINED � PROVIDE VENT WITH CHARCOAL FILTER EQUAL) WITH 3' STONE AT SIDES AND 3.5' AT ENDS FROM BOARD OF HEALTH. \ AND BUGSCREEN (FINAL PLACEMENT WITH 10. PUMP & REMOVE EXIST. LEACHING FACILITY INV A 02 rA' � HOMEOWNER CONSULTATION) �- _ EXISTING `� �\ 2 11.3' \ DWELLING 1 ^o")\ DWELLING ohti�9� o . �EGEN� TITLE 5 SITE PLAN 6 100.0 PROPOSED SPOT ELEVATION OF PROP. 24'x 24' GARAGE WITH � 9 5 COACH LANE INV B o + SHED ATTACHED y9 o SLAB AT ELEV. 105.5' 100x0 EXISTING SPOT ELEVATION / `� 3s.o' 100 IN THE TOWN OF: + AooN �01 PROPOSED CONTOUR BARNSTABLE (VILLAGE) Do 100 EXISTING CONTOUR PREPARED FOR: SARA-1 CUSICK g APPROX. LOC. PTIC T NK � (PUMP AND R OVE) U-) NOTE. EXISTING LEACH PIT 30 0 30 60 90 UNKNOWN LOCATION. oh HOARD OF HEALTH LOT 67 �� MA SCALE: 1" = 30' DATE: MAY 10, 2006 APPROVED DATE 39,409 SFf o^ ^per off 508-362-4541 fax 508 362-9880 �i 0 p� - ^p I H OF 14yss /n1F M4S o down cape engineering, inc. o ARNE H. ARNE aN N CIVIL ENGINEERS °IV � o ALA H. 04.6 LAND SURVEYORS N 9 No..26348 n939 main st. yarmouth, ma 02675 �q��Esa`°a P 06--035 A 0JALA, DATE EXISTING SYSTEM PROFILE TEST HOLE LOGS TOP FNDN. AT EL. 109.6' NOT TO SCALE) . ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6' OF FINISH GRADE ENGINEER: DAVID FLAHERTY, RS EXIST. INVERT / 102•O' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM DON DESMARAIS RS OUT TO ST 102.0 WITNESS: ' LOWERED) 2" DOUBLE WASHED P ONE DATE: 3/15/06 106.0 RUN PIPE LEVEL U < 2 MIN/INCH FOR FIRST 2' 3' MAX. PERC. RATE _ a PROPOSED 1500 99 O rr- GALLON SEPTIC 98 75' 99'0' CLASS I SOILS P# Locus SLAB EL 102.3' = TANK (H- 10 ) GAS 98 14' 000o a [� 0 0 0 a BAFFLE 98.31 H-2o A97.96 O � aa Of� 00 MIN (-2-% SLOPE) \_6" CRUSHED STONE OR MECHANICAL go 2, Q Q PROP. INVERT A OUT AT COMPACTION. (15.221 [21) o _ 0 95►§6' „ Ep ELEV. " Q EL 100.3' DEPTH OF FLOW = 4 1 % SLOPE) ( 1 % SLOPE „ 102.0 0 103.5 ( ) 3/4 TO 1 1/2 DOUBLE WASHES -STONE TEE SIZES: O A E PROP. INVERT B OUT AT 10„ H-20 LEACHING CHAMBERS 14„ FILL EL 99.7' (ADD'N) INLET DEPTH = OUTLET DEPTH = 14" A/E LS LOCATION MAP NTS LS 1OYR 4/2 „ „ EXIST. DWELL. 15' LEACHING 17 1OYR 3 1 11 ASSESSORS MAP 298 PARCEL 76 SEPTIC TANK 44' D' BOX 20 FACILITY 5.2' B B PROP. ADD'N 28' ZONING DISTRICT: RF-1 LS LS YARD SETBACKS: PROP. GAR. SLAB 52„ 10YR 4/6 97 7, 400' 10YR 4/6 100.2' FRONT = 30' ELEV. 105_5' Cl Cl SIDE = 15' TO PROPOSED 1500 GAL. ST PERC FMS PERC FMS REAR = 15' 90.75' PLAN REF. - 260/42 INVERT OUT AT 10YR 7/4 10YR 7/4 EL 102.5'f�:. �1 91" 91" FLOOD ZONE: C r ,(o ;0 BENCH MARK - CTR OF C2 C2 C.BASIN EL. = 98.1 co FS FS 1 2.5Y 7/3 2.5Y 7/3 /\ to\ -I- 135" 90.75' 139" 91.9' o`� J I NGWE NGWE NOTES: / \it `\ APPROX. NGVD r 95 SEPTIC DESIGN: GARBAGE DISPOSER IS NnT AI I (LEI ) 1. DATUM I5 0 i NOT ` ` 2. MUNICIPAL WATER IS `XISTING . �� � `. DESIGN FLOW; 6 `BEDROOMS ( 110 GPD) = 660 GPD i y 104 \�\ 9� _USE A 660 GPD ,DESIGN FLOW 3. MINIMUM, PIPE 'PITc TO OBE 1/8" PER FOQT. T•-1 R� AAgHn H- 10 1� �0s ,� `� PTIC TANK: 660 GPD ( 2 ) = 1 20 r, v��Iviv ��r�,�w „ _ _..,• r 706 \\ ea DESIGN LOADING FOR D BOX & CHAMBERS TO BE AASHO f1-20 10j \� 5• REMOVAL OF UNSUITABLE SOIL USE A 1500 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. \ g9 REQUIRED AROUND PORTION OF 108 `\ �p0 o PERIMETER OF LEACHING E CHIINTIONosFB FACILITY LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE, WITH MASS. LAYER - SEE TEST HOLES). DOW 2(58 + 10.83) 2 (.74) = 203 ENVIRONMENTAL CODE TITLE V. 09 \\\ \\ B� REPLACE WITH CCLLEM MED. SAND SIDES: - 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND 1S NOT , BOTTOM: 68 x 10.83 (.74) 464 TO BE USED FOR ANY OTHER PURPOSE. „ 105 °� TOTAL: 902 S.F. 667 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ,o •� 't ��` 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \06 ti�As�� USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION :BY BOARD OF HEALTH AND PERMISSION OBTAINED PROVIDE VENT MATH CHARCOAL FILTER EQUAL) WITH 3' STONE AT SIDES AND 3.5' AT ENDS FROM BOARD OF HEALTH. 4� / 02 \ �, AND BUGSCREEN (FINAL PLACEMENT WITH �� HOMEOWNER CONSULTATION) INV A 10. PUMP & REMOVE EXIST. LEACHING FACILITY 0 _ EXISTING �2 DWELLING �i ^per`\\ ^0 9 LEG EN D TITLE 5 SITE PLAN 100.0 PROPOSED SPOT ELEVATION OF 6 PROP. 24'x 24' GARAGE WITH 9 5 COACH LANE SHED ATTACHED c 6' INv B o o �' to SLAB AT ELEV. 105.5' 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: PROP. 36.0' 100 PROPOSED CONTOUR � + ADD'N ,o, BARNSTABLE (VILLAGE) o 00 100 EXISTING CONTOUR PREPARED FOR: SARAN CUSICK g APPROX. LOC. PTIC T NK � (PUMP AND R OVE) LO 1 NOTE: EXISTING LEACH PIT 30 0 30 60 90 l UNKNOWN LOCATION. oh BOARD OF HEALTH LOT 67 �� APPROVED DATE CIA SCALE: 1" = 30' DATE: MAY 10, 2006 , 39,409 SFf o^ \�0 ^Olb off 508-362-4541 fax 508 362-9880 ZHTOF/�A �SHOFS�9 CD down cape engineering, inc. 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