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HomeMy WebLinkAbout0408 WIANNO AVENUE - Health 408 WIAN:I O AVENUE Os-erville A = 140 - 154 - 002 E y 3 gill o . t i II TOWN OF BARNSTABLE . p ,A ,e LOCATION Y 0 d W 1�AA01 o AM.'SEWAGE# 12-0/V VILLAGE U rA,`JJe ASSESSOR'S MAP&PARCEL )L/_ I S y—q0,? INSTALLER'S NAME&PHONE NO. C Gvo j f o SEPTIC TANK CAPACITY U 0 LEACHING FACILITY: (type) 6 �un C size) 1 3')(6e_ ,Ca NO.OF BEDROOMS IMF 3 qIFS f ) OWNER ��ti 4 5L e b hovv% J 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) Feet:- FURNISHED BY A 8 C 1 34.5 27.3 2 40.8 29.5 3 57.9 67.4 4. 63.3 28.4 51 141.8 49.9 FUTURE CARRIAGE HOUSE) EXISTING ' (FOR 1500 GAL DWELLING TANK (UNDER CONSTRUCTION) TOF=17.1 1N .=13.57 tici $y \ 1 \T— TOP 0� 13.6'W 6" SLEEVE ..N \ 0 \ 9�y�oo 0 \w t fnlnn 0 ie- ocl 6'� CB/. EL=16.00 EO C BOX " W J � � u� V No. a.G � V� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppliLAtion for Disposal *pBtem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components ( ��ao c.v e. LLocationAddress or'Lot No. e. � Owner's Name ddr ss o Or—Assessor's Map/Parcel i6lo— f 5 y— U d A, 5 t4l—'►5o-_(v Ti, Installer's Name,Address,and Tel. I Des� er'sAddress,and Tel Not Type of Building-.�� CZS' 0 S Dwelling No.of Bedrooms 3 Lot Size 7 l sq.ft. Garbage Grinder( ) Other Type of Buildings No.of Persons Showers( ) eria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 1 gpd AM Plan Date Number of sheets Revision Date .r Y / Title 14 Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) IfA Date last inspected: t s f/ Agreement: N W C The undersigned agrees to ensure the construction d maintenance of the afore described on-site sewage disposal system in (� accordance with the provisions of Title 5 e Environmental Code an of to place the system in operation until a Certificate of J Compliance has been issued by this B th. Signe ate Application Approved by Date Application Disapproved by Date for the following reasons — 3 D- 19 Permit.No. KJ Date Issued � z�gy J' • �.� ,t r� � r •w°i 1 t rr r� aad� y.., ��. e..No. + ! Fee Entered in computer: t TH60MMONWEA T O MASSACHUS'ETTS ` w . . � •Yes � U UBLIC HEALT -OF-BARNSTABLE, MASSACHUSETTS ` „ �S�I�DIUIS`ION -T.OW�N ' , '; ., Ytcatton for his osaY' tem4,60nIT, ion 3permit Application for Permit to Construct( ) Repair(-,) Upgrade( ).Abandon( ) ❑Complete System ❑Individual Components •� 'h4 f Location Address br Lot �Owner>s Name,Address,an T No k `1. 0,r— `3 4C.�mac.� �1�'Lr���5�d v✓� Assessor's Map/�arcel' /,j/oy� Ud a Installer's Name,Address,and Tel o:- - Desi er's Name,Address,and Tel No. Type of Building:` '. aU 3 4 Dwelling No.of Bedrooms �'t,�,�' b Lot Side 7 D I sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) afeteri Other Fixtures g ( required) �� Design Flow min.re uired �- gpd Design flow provided I `� _ gpd 4 Plan Date Number of sheets Revision Date Title — . ( !/' Size of Septic Tank Type of S.A.S. Description of Soil"11 )Nature of Repairs or Alterations(Answer when applicable) i > Date last inspected: ,sP 4 '.."`.Agreement: rV 1N A d N ' �,wIX The undersigned agrees to ensure the constru t;n„and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of-the Environmental Cod�d of to place the systeni in operation until a Certificate of Compliance has been issued by this.1qJ Qalth. . . Signe r Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. e2 8 `07 fo Date Issued 1—3©- 19 ------A----------------------------------------------------------------------------------------------- --------------------- ---------- IC �- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) :'y,Abandoned( )by ` :at r o I?Po Gc.V. O-s t-v e has been constructed in accordance tt !with the provisions of Title 5 and the for Disposal System Construction Permit No.old( -06 dated Installer Designer #bedrooms Approved'design flow god The issuance of this p rmit ' all not be construed as a guarantee that the system will ncti�n/L desigtled. Date �� I1 N'A kaJy SQ hC Inspector V - - - - - - - _- - - ------ No. �UI`1 CO. Fee y THE COMMONWEALTH OF MASSACHUSETTS j PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 3Disposai *pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade�O Abandon(A ) System located at �7 g Z`' 1 I�1'�� a V. G 57-�y- (/ � i 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:QConstruction must be completed within three years of the date of this pe ' . C �_ C - ) Date"� I � Approved by / u . Massachusetts Department of Environmental Protection T.r Bureau of Resource Protection Well Completion Reports IL Well Driller LTI Please specify work performed: Address at well location: �w Well Street Number: Street Name: 408 WIANNO AVENUE Please specify well type: Building Lot#: Assessor's Map#: Irrigation .154-002 140 Assessor's Lot#: ZIP Code: Number Of Wells: - 02655 City/Town: Well Location In public right-of-way: GPS. 1 C"Yes f`No North: West: 41.62206 70.03726 Subdivision/Property/Description: Mailing Address: " R click here if same as well location add_ress Property Owner: Street Number: Street.Name: ALDEN PROPERTY 408 WIANNO AVENUE City/Town: State: Engineering Firm: BARMSTABE-E MASSACHUSETTS ZIP Code: t 02655 Board of health permit obtained: Y . r°Yes r Not Required Permit Number: Date Issued: W2017 020 07/24/2017�—� i Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well-Form 77 DRILLING METHOD Overburden Bedrock uger Choose Bedrock— WELL LOG OVERBURDEN LITHOLOGY From(ft) TOM Code Color Comment Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid �"'`'`'� f i" r l V07777] 1 Fine To Coarse S *. Brown YES NO r'Fast(�Slow Loss Addition 20 30 Fine To Coarse� I Brown f`Fast r Slow YES`NO ' Loss Addition WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra From(ft) To(ft) Code Comment addition of Large drill stem slow drill rate Staining fluid Chips :N0 Choose CodesYES Fast Slow Loss Addition ADDITIONAL WELL INFORMATION _ Developed t Yes! N� Disinfected r Total Well Depth 30 Depth to Bedrock Surface Seal Type None racture Enhancement (~Yes 67 No CASING Is Casing above ground. =-7: To Type Thickness Diameter Driveshoe 26 Polyvinyl Chloride :'' Schedule 40 0J =4l Yes SCREEN No Screen ' From To Type Slot Size Diameter 26 30 Stainless Steel Well Point 0.012 �4 —� WATER43EARING ZONES DRY WELL From To Yield(gpm) 14 30 12--_� PERMANENT PUMP(IF AVAILABLE) Wire Variable Speed 1 Pump Description I Horsepower Submersible Pump Intake Depth(ft) Nominal Pump Capacity(gpm) 25 ANNULAR SEAL I FILTER PACK Water Batches Method Of From To Material Weight Material Weight (gal) �(count) Placement Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program ` Well Completion Reports(General) - f +f A Choose Material Choose Material�� T l —Choose Ones WELL TEST DATA Eate �Method Yield(gp m) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 08/14/2017 Constant Rate Pump 12 1:30 16 Y 0:01 14 Y WATER LEVEL Date Static Depth BGS(ft).-_ _Flowing Rate(gpm) -+ -- Measuied . OB/14/2017 14 112 _ ] COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. . WILLIAM Monitoring[M] Supervising Driller DESMOND, i DrillerURQUHART Registration# 877 Signature PATRICK, . DESMOND WELL Firm DRILLING INC. Rig Permit# 024 DateJob Complete T 08/25/2017 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. • � ?F 4 ' . phi.,i'^i'...y.,ai '. `r.- .....( 0 r CERTIFICATE OF ANALYSIS Page: .1 of-1 j Barnstable County Health Laboratory (M-MA009) y! Report Prepared For: Report Dated:. 8/17/2017 Sally Desmond Desmond Well Drilling Order No.: G17102420 P O Box 2783 Orleans, MA 02553 Laboratory ID#: 17102420-01 Description: Water,-Ifrigation.Well I Sample#: Sample Location: 408 Wianno Ave,Osterville Collected: 08/14/2017 i Collected by: Customer 30'/14'Irrigation Received: 08/15/2017 Routine M ITEM - RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 5.0 mglL 0.10 10 EPA 300.0 LAP 8/15/2017 I I Iron 0.6046- mglL- 0.10 _0.3. EPA 200.8 CL 8/16/2017 I Manganese 0.083 mg1L 0.025 0.050 EPA 200.8 CL 8/16/2017 I pH 5.9 PH AT 25C NA 6.5-8.5 SM 4 00-H-B DCB 8/15/2017 Sodium 18 mg/L 2.5 20 EPA 200.8 CL 8/17/2017 Total Coliform Absent P/A 0 0 SM 9223 RG 8/15/2017 Conductance 380 umohslcm' 2.0 SM 2510B DCB 8/15/2017 s Water sample meets the recommended limits for drinking water of all the above tested parameters. Attached please find the laboratory certified parameter list. Approved By: (Lab Director) i i I • K9 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-376-6605 i - l Town ®f Barnstable P It Department of Regulatory Services R,nr,aTABIA Public Health Division late MARS. 200 Main Street,Hyannis MA 02601 hip rfb MP+� F Date Scheduled__ Time f ]Fee P(i. ®oil Suitability A.s,sessment,f 0) Sew leis ®s . � m PerformedB ._�v���d� �� c�c Itiq — Witnessed By: LOCATION d�c GI;NERAI.INF'O1�1VI�.TION Location Address 4O8 `,W'',qNM6 �1 `V' Owner's Name /`� � , ress Add Dsr£R✓lu�f it/1A. 8 44 4.CvAs1��.�•, ,,� 5 . Assessor's Map/Parcel: /� .L Engineer's Name MAC�ou6A1L �y �✓6 NEW CONSTRUCTION REPAIR Telephone# /955k-1 Land Use �� Slopes(%) Surface Stones / . Distances from: Open Water Body 15-JD A Possible Wet Area ft Drinking Water Well t ft Drainage Way_ ft Property Line ft Other z ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) N - 1F < r . f *(9 z 8 u QX 1s� _ Parent material(geologic Coe) ) Depth to Bedrock UJ'! Depth to Groundwater. Standing Water in Hole: Weeping from Pit PRce Estimated Seasonal High Groundwater ICE ERMINA T dOl� FOR SEASONAL FIIOI�WATER TABLE CD _..a Z Me[hod'tlsedi:.r Depth Observed standing in obs.hole: In, Depth to loll mottles: Depth to weeping from side of obs.hole: In. Groundwater Adjustment ft. Index Well# Rcading Date: _ Index Well level Adj.floor� Adj.Owundwater Level n e PEA RCOL,ATI0N TEST Mute�.a nwa Observation Hole# Time at 4" Depth of Pere Time at 6" Start Pre-soak Time @ r l Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed 6� Site Palled: Additional Testing Needed(Y/N) Original: Public Heath Division Observation Hole Data To Be Completed on Back----------- Y A ***Yf 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 I'IC\PERCPORM.DOC .DEEP-OBSERVATION HOLE LOG Hole# i A. Zoll01 Depth from Soil Horizon Soil Texture Sdil Color Soil . Other Surface(in.) (USDA) (Munsell Mottlin g ucture,Stones;Boulders. sistency C/o Oravel) goll qbt1 .I t PE P®RSE TION HOLE LOG Bole k _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ., (USDA) (Mansell) Mottling (Structure,Stones,Boulders. onsistency, Gravel V t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(iu.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.`lo Orayel) 4tl , Al fl Alll/'� ` fib �► �; �� r DEEP OBSERVATION HOLE LOG Hole# - Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consi ten 6 a Al �V flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No= Yes Within 100 year flood boundary No Yes ]tenth of Naturally Occurrin2 Pervious Material �. cc ervi its material exist all are as observed throughout the . Does at least four feat of naturally occurring p 1; area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious matertal? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviro ental Protection and that the above analysis was performed by me consistent with . the reyuir n x ertise nd eneri nce describ 7in� CUP, 15.y0.17 Ll Signatureedc Date Q:\SEPT1CWERCF0RM.D0C d Fee �S BOARD OF HEALTH TOWN OF BARNSTABLE ZIpplicatlott ,for VeYY Congtructiott Permit Application is hereby made/for a permit to Construct ), Alter(,), or Repair( ) an individual well at: �D CU Ian 10 T/'/e- O6 i eQV,'.G� /70 /S�/ 0-0 Z� Location-Address Assessors Map and Parcel �1,Cd.�i� % i D l �u<t�i.vG �0 8a 79� iraNN�s Do i ly Ga d ./-//Owner Addr s -Z,-q C- 3 0 o-V, 5 3 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Q(�C Capacity V177 Purpose of Well -77 -7Uh Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificqe of Com I nce has been issued by the Board of Health. Signed Date Application Approved Date Application Disapproved for the following reasons: Date Permit No. 0� Issued " � 9 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by �E,s12,20"-7 d 41? 0,e,(-U.7 j -;4;c_ Installer at d hrld has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well FrotecVon Regulation as described in the application for Well Construction Permit No.OPG)7 CQZ Dated -2 J THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No.0<4 I v d Fee b BOARD OF HEALTH TOWN OFBL .RNSTABLE 2 pplicatiou jf or VQYY Cou5tructiou Permit Appl cation.is hereby made for a permit to Construct Alter( ), or Repair( an individual well at: y0F �/�lC�I�r7D Ike- QGivCdicG� y Location-Address Assessors Map and Parcel '/u i U a✓�717,1, r��✓,- ��� IV14- --.16 Owner -� Address Le-1 el i7 C /G':/�. ���1 j ' - Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well y' =%�:7�/b /JUG Capacity ' Purpose of Well i Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to placevthe well in operation until a Certifica of Compliance has been issued by the Board of Health. Signed ( / -, ,-�� Date Application Approved ..y + '7 t) Date Application Disapproved for the following reasons: Date Permit No. r�i�) -^� ^�-�— Issued , 7 h )- ` Dates BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by / Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.QPr-,)-7--CQ6 Dated !D k11) THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ---------------------- ---------------_---_.-__--_____------__,_- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cougtructiou Permit No. D-G` ) 7 Fee 1�6 Permission is hereby granted toE.�/✓�o �c✓ �!!�r/1 /��� G� :q '�- Installer to Construct( Alter( ), or Repair( an.individual well at: No. Street as shown on the application for a Well Construction Permit No. � Dated �� Date � �� Approved By \ >� d j A B C D 1 34.5 27.3 2 40.8 29.5 N 3 57.9 67.4 4 63.3 28.4 5 41.8 49.9 r RRIAGE HOUSE) EXISTING (FOR FUTURE CA 1500 GAL DWELLING TANK (UNDER CONSTRUCTION) p TOF=17.1 C , 5 INV.=13.57 p s 13.6' W 6" SLEEVE 216I�-7o� p \ k p 'O TOP \ -36.4 CB/DH EL=16.00 EaLEC \v/ �27 , BOX =lv W 41 0� v PREPARED FOR: L SHAKEAB ALSHABKHOUN SEPTIC (AS-BUILT) CERTIFICATION #408 WIANNO AVENUE, OSTE)RVILLE, 'MA. MAY 29, 2015 J#1492S6 SCALE: 1"=30' PLAN REF: LCP# 4178M CTF : 170686 , ASSESSORS MAP 140 PARCEL 154-002 Of ougall Surveying 20NING: "RF-1" FLOOD ZONE: 'Y' & Associates I CERTIFY THAT THE SEPTIC SYSTEM ON THIS PLAN P.O. BOX 2428 EXISTS ON E GROUND AS SHOWN v W, 0 Mashpee, Mo. 02649 6. 1140 ph. (508)419-1086 fax. (508)419-1087 t s. RE ERED ITARIAN DAT agMITA email: macdougallsurvey @comcast.net r Town of Barnstable Regulatory Services Richard V.Scali,Interim Director BAMffABM M^S Public Health Division 639.� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 5087-8624644 Fax: 508.790-6304 Installer& Designer Certification Form Date: Sewage Permit#' C't&,, Assessor's Map\Parcel 6 1 607- Design r: Installer: Ca=\ Address: 0, BOX 2A Z 9 Address: mob On was issued a permit to install a (d te) (installer) septic system at .4 OJ3 WIAWwo AV_ . based on a design drawn by (address) oy60- '5Uc-1 N 55er. dated (designee I certify that the sceptic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfiactory. X, I certify that the septic system referenced above was installed with major changes (he. greater than 10' hteral relocation of the SAS or any vertical relocation of any component of the,septic systenn) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to-follow. Strip out(if required) was.inspected.and the soils were found satisfactory. _ cthe fY` aat=ov�yseern Sefe applicable) n livable ve-was=constructed ancewithalie.terrrs PP ) RR A t � n taller gna (Designer's Signature) (Affix i tamp Here) PLEASE RETURN To B STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. A B C D y w; 1 34.5 27.3 2 40.8 29.5 �r 3 57.9 67.4 4 163.3 28.4 5 41.8 49.9 CARR►AGE HOUSE) EXISTING (FOR FUTURE CARRIAGE GAL DWELLING TANK (UNDER CONSTRUCTION) p TOF=17.1 C 5 IN o < \ \ j A3•b W 6» SLEEVE o� o \ �9ysoo O \ x O 4 TOP CB/DH EL=16.00 0 C BOX 2 W J o X� �P PREPARED FOR: SHAKEAB ALSHABKHOUIN SEPTIC (AS- BUILT) CERTIFICATION #408 WIANNO AVENUE,- OSTERVILLE, MA. MAY 29, 2015 J#1492S6 SCALE: 1"=30' PLAN REF: LCP# 4178M CTF` :_.:1-70686 ASSESSORS MAP 140 PARCEL 154-002 OF ougall Surveying ZONING: "RF-1" FLOOD ZONE: "X" & Associates i CERTIFY THAT THE SEPTIC SYSTEM ON THIS PLAN P.O. Box 2428 EXISTS ON E GROUND AS SHOWN Mashpee, Mo. 02649 0 1140 ph. (508)419-1086 fax. (508)419-1087 RE RED ITARIAN DA �AgiTA email: macdougallsurvey @comcast.net F. y 4 D Gy 32D D _ {�i D�iM1 � Ayg" Ayg" 03 .• F8 rq 91T p�=PN� zAziy Z Idµy�' kn O b ��y��p�r "P ' Iii3O Fn0 IIiD 71F zWIN� � n � WiM 22 > t z w " N s RF L � u � � 9Z � Z 5 tiZ 2829• CZ rp 19 919 Zs Zz O� \Z C _ n V 0 //' .rye, I II q\/ ❑ w` 4 `1LLi 71 ak, N L— ❑ 15 ` fd q 'o . 9O 0\ gSTq(Np ' 91 a` g . 8 r z . � � _ ._ � �• .ems SZ'ZLZ p` O > aD ��pDo mDog+� - $_ s o $ .D, L� s L. $ D z €g� j N 4> ANEW RESIDENCE FOR: A VI rn �> D 28 SPRI'AKE AVEwE rn d o 0 Dr. Shakeab ALSHABKHOUN ■ PARSONS ■ HINSDALE,IL 60521 # N rn a �� 22 PHONE: 630325.6135 a rn r m UI 408 WIANNO AVENUE z� Ey ,> Z x Z OSTEEN7LLE,M.Ap��tlft A R.0 H I T E C T S. 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Na 12'-0' 10.�. 1 P P OU d I3YI3'fiLE d b 20'D.FLIf.MyH6Ep)ARTH _ L.0 owl IMWI cm - f i A .................... a m 0� A W p y I6N WDW AB OVE pspZZp ZL PP P Y N _ p � ii d Irmo�ILJI��ojJ�II O 5'-b° u 5'-10" A- � - • A 6• O w O P ' 3�B .10• I6'-8° - 16-3' 15'-10" b'-2"' '',6,- 3�_3. 4._R. 2'-8' 9'- 'W-2- 101-6' 10' y @I I3aD� I�_n�p�mm �3m A NEW RESIDENCE FOR: m > O 2B 5PRINGLAKE AVENUE rn D o Dr. Shakeab ALSHABKHOUN � � ■ PARSONS ■ HINSDALE,IL 60521ff t N ND Z O < 0 W 7 - i� PHONE, 630325ZI35 D a Q 0STERVILLE,MA '� 9� ARCHITECTS, L L C N -0FM[I D l� yn� T 9QTy Ha s Z IM Ai_ G �7 Ha a > 7777777777777777 � xd z 12' 661-01 16'-2' :22'-5" I5'-9' 40'4' y 3A J O =-a m 3.9 _ ivy d �u 0 J .r A RISERS O A N A B MILLMABE _ U y 10'- b-3` '14'-6" 3'-11" r OT j O 9 U 26 1'B FRBILII -A ........... 6 Ad l• yW\ O � 1'6 1'B FRBILH ro n o I a ao m u _ f I5,-9• � - y-0. :g_q. Ir. l-, � b'_0• 11,_q. UI _. 3B d d` u \\ URN E LII@! tj P I. m . ALIBRwITN. ° 13'"e l' 6'-0° .2'-�• 1,�I' l".-1. 2:-y� 2_y' I'-II#. I_II I. I'-4' 22'-4' 'S'-2' �to- m C7 p z D Z n o A NEW RESIDENCE FOR: 2e sPwN6LaKE nvEwe rn m y z o m o m ° Dr. Shakeab ALSHABKHOUN ■ PARSONS ■ HINSDALE,IL 60521 N m PHONE: 630325N35 a ft N F O P.. R =R D Z i (J)+x OSTER%IUF,MA � � A R C H I T E C T S, L L C N 6-4'PULL\ 6'-4'V1ALL\ as 6'4' 1 LEILINB Liter- B'4'LEILI165 LIW N R m b o yn d o 0' a it O _ . _ B•o•LEI NG u e "T«`\�C\\\CCC\�\ \\[R\\�'.q_4 • AZm d O c.c l TA ad; 4,12 �+12 ❑ ❑ IN F 4 12 4.12 - tD « A � �A1 Im d 1u a'12 b O ❑ 4.12 1 s y 'H' Rl a 1, o ANEW RESIDENCE FOR: � 25 SPRINGLAKE AVENUE < _ { ■ PARSONS ■ HINSDALE,IL 60521 o o w Dr. Shakeab ALSHABBHOUN a � R N N � �.. PHONE (130325.8135 D < OSTER\7LLE•M4 � 2 ARCHITECTS LLC N 16 , I. -AC FIT �,� 8 ��_ V113 3 1� ,� OSTERVILLE ' 17 1 _ duFgsT Fys LEACHPITS TO BE CRUSHED \ gp.RN P� �' �1 �_ 70 9 '� j, ' \ �q eqr ear T SANDFILLED AND ABANDON ED COPSE WETLANDS o PER TITLE V 12..E V110 LOCUS 19 ,WOkK LIMIT-\ � --- 0 CRYST L .. // �� �S' ♦ Qn arG V109 �� NECK v LA\ E \ / n POND r AL 76 21 �� 1r ''� V108 p . \ ♦ EXIST. SAP VIEW 22 \ pgRCN GARAGE � V107 UTUR� \ LOCUS- MAP �� ` J Cie r GUST HO�JSE y�. / ` 0)2 �\ \ ` Yc� PLAN REF: LCP 4178M I 9 (3-QEDROOIv});���, -- _ ._ -��,5, �� �t �•. cJ TITLE REF; :CTFP 140 P I /6' !, TO['=20.5 *'< ` x� PARCEL ID: MAP 140 PAR. 154-002 6 TZONI NOT IN ' SEA 1 ,N ZONE II WIND ZONE 3EXPOSURE B po EXISTING `N � 2 COMMUNITY PANEL• 50001-0016, FLOOD ZONE: „C ,� •& 1 -D DATED:07/02/92 • - 001 I DWELLING -_ - v p (UNDER CONSTRUCTION) `_ \`, 'p- .� REVISED OF PREVIOUSLY PERMITTED N OA cV p o o w C� TOF=17.1 == W C) LOT 16 "' 1500 cAl �y �� , I I w A.M. 140/154-002 SITE & SEPTIC PLAN TANKARE 179,789t S.F. . LOCATED AT: i 408 WIANNO. AVENUE OSTER VI LLE, MA. �O' � ----- \ i _ \ � PREPARED FOR 9\♦ �yso 0 W 6" _SLEEVE y, to 1 T � P 1 ��, os\ °: SgTF ) �,e ALSHABKHOUN s �p 1 -� ��` ti��q / ��P MARCH 31,-2015 - • - p 50 G , AuM; 140/154=001 I d? \�`; \ ` r y Z61, Dr TOR \ \ \ � 14.2��,_ rn G� ti� P yR C6/DH _ _ \ gip. �\ �✓ '3Rr. No. 1140 5' STRIPOUT TO C—LAYER 0x `� v � rA11 ALL AROUND 5:A:§: �" � i ;� � , � PER 310 CMR 15.255 - MacDougall Surveying CV / / E \ �� 7i8.0' `� / O� �\N A.M. 163/024 & Associates ,* co \ �1 1 I ♦ UPOLE ,� I P. O. Box 2428 TOP �\� I �, `� / Mashpee, Ma. 02649 CB/DH \�\v I I W I. j 0 1$ 30 60 PH. 508 419-1086 EL=13.90 P\ / Pv� I , _ fax R08)419-1087 UP LE � / � � �• ,email: ; .> macdou allsurve ©comcast.net 9 Y , _ GRAPHIC. SCALE: 1 =30 ,. 16 \ UPOLE t ___ SHEET 1 OF 3 J 1492D PROFILE OF GUEST HOUSE SEWAGE:. DISPOSAL SYSTEM' (NOT TO SCALE) TOP OF FOUNDATION ELEV.= 20.5 4".SCHEDULE 40 P.V.C. MIN. PITCH 1/8" PER FOOT-- 10' MINIMUM EL 18 00SWEEP CLEANOUTXX 6 - TO GRAD E W/SCREWCAP - EL= 1 5. - MAX - .. 6 MAX. RISER RISER_ - COVER COVER CONC. 4" SCHEDULE 40 P.V.C. (IF NEC.) (IF NEC.) RISER & MIN. PITCH 1/4" PER FOOT _ -_ _ EL= 17.25 LEVEL- _- 0 S=.025 _ - -_. 2T TO CLEANOUT FOR ' - - -FLOW LINE. - V 1NVERT 14°� INVERT 82 S= .05 - INVERT 110" F INVERT INVERT EL=16.50 EL__=16.25. MIN. EL 1.6.00_ EL=__11. . __. __SUMP_ EL 4, A DD GAS 8" BASE OF MECHANICALLY BAFFLE COMPACTED SAND PROP. DB3 (H-20) - EL _11.7 DISTRIBUTION 6" BASE OF MECHANICALLY BOX COMPACTED SAND PROFILE OF MAIN HOUSE PROPOSED SEWAGE DISPOSAL SYSTEM 1 ,500 GALLON TANK TOP OF FOUNDATION (NOT r0 SCALE) ELEV. 17.1' 2" LAYER OF 4" SCHEDULE 40 P.V.C. ��' 1/8" — 1/2„ -MIN. PITCH 1/8" PER FOOT DOUBLE WASHED STONE 10' MINIMUM OR FILTER FABRIC EL= 16 3 FG EL—_ 15.3 EL= 15.0 _ - ter. 15:0 . ...,,.,, ...........,. ............ 6" MAX..,.,. ....::. ........ ........ .... � .: - .. -MAX. ...... .....:........................:.\ti .... �Ui ..,,....... ill llli ..... ...... ,,. RISER RISER & - --- — CLEAN SAND FILL . 4" SCHEDULE 40 P.V.C. COVER COVER RISER COVER ` a g. INVERT ,►� �� 36" IF NEC.) IF NEc.> G L EL 1.1.0 �, PER 310 CMR 15.255 MIN. PITCH 1/4" PER FOOT ___._ _ EL= 13.98 (IF NEC.), LEVEL- �Gj aO On 23.5' 0 S=.025 ,FOR 2' 2 Q' 11.4' s= .11 -.J EL= 12.0 _ -._ _ FLOW__LI N E - _ - - INVERT INVERT 8, 110 14" LVER 2.73 INVERT INVERT , o o ° oa 0 Q o o I 0 0 o oo ',�" ppp �_EL-1.3,5T EL 12 9 _.- MIN. EL -.1.1 43 6 SUMP. EL--.11,25 , ° -., w. - - ADD :_m,M.. .... 0 0 O 0 I 0 C� C�_ e 24 0 p 0 70 �. .�_ _. r_,. �. �,� cp 0 _.__n cp vlil 4 GAS / 6" BASE OF MECHANICALLY 0 01 ��- oca pBAFFLE 9 ° oCOMPACTED SAND _ — _ 7 EL= 9.0 -PROP. DB3(H-20) '— -1.8' ' EL= 8.38 DISTRIBUTION 4 0 8.5 4_0 6" BASE.OF.MECHANICALLY -BOX T W / (TYP.) , r: COMPACTED SAND / „ „ 3/4 TO 1-1/2 68 DOUBLE WASHED STONE Z PROPOSED � s-Soo GAL. (H-20) DRY WELLS (4 -.10 X 8 -6 X 3 -,0 ) 1 ,500 GALLON TANK t SOIL ABSORBTION TRENCH FORMATION 'moo SYSTEM (S.A.S.) . 13 X 68Lo 4 �y-(F10FSSgC BOTTOM OF TEST HOLE #3 ELEV = -_1-.9ARREN y .. 1140 SEPTIC SYSTEM DETAIL PAGE 408 WIANNO AVENUE OSTERVILLE,- MA. MARCH 31, 2015 SHEET 2 OF 3 J# 1492D GENERAL NOTES 1. ALL AND MATERIALS TITLEWNSHIP 5 AND ATHE TOWN OF BARNSTAB ELRU ESFORM AND REGULATIONS 1, t DESIGN DATA.: FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE NUMBER OF BEDROOMS........5 MAIN_HOUSE- ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING . 3 GUEST HOUSE AL BROUGHT TO OF FINISH GRADE. 3. L COMPONENTSOTHE ANIARY SYSTEM SHALL BE I CERTIFY THAT I ,AM CURRENTLY APPROVED BY THE DEPARTMENT OF GARBAGE -DISPOSAL.................- N_0 CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT TOTAL ESTIMATED FLOW UNDER OWITHIN H 10' 20 .DRIVES OR PARKING AREAS THEN THEY SOIL EVALUATIONS,AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED WITHSTANDMUST 110 GAL. BR. DAY X 8 BR.) __$$0 4. THE'EXCAVATION CONTRACTOR SHALL VERIFY.THE LOCATION BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE ( / / DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS, OF MY 550GPD X 200% = 1100 GAL (MAIN HOUSE) OF ALL UTILITIES PRIOR TO ANY EXCAVATION. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, 330GPD X 200% = 660 GAL (GUEST HOUSE) 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107. INSTALL .(2) NEW 1500 GAL. SEPTIC TANKS OR WITHIN 6' OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE ` INSTALL: 6-500 GAL. DRY WELLS W 4' CRUSHED STONE OVER THE S.A.S. AND DISTRIBUTION BOX. ( / J 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF ON THE SIDES, 4' ON THE ENDS) AND BACKFILL SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE DARREN MEYER, -R.S., CERTIFIED SOIL,EVALUATOR THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND WITH. CLEAN SAND FILL PER 310 CMR 15.255 LOCATED DIRECTLY UNDER.THE CLEANOUT MANHOLES. 1 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN SOIL CLASSIFICATION................. 2 INCHES NOR, MORE THAN 3 INCHES ABOVE THE INVERT DESIGN PERCOLATION RATE..... ELEVATION OF THE OUTLET PIPE. EFFLUENT LOADING RATE.........___74 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. { 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS REQUIRED LEACHING CAPACITY.:...880_GAIDAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCED OF 4' PVC. REQUIRED RESERVE CAPACITY..... 880 GALZDAY 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND LEACHING CAPACITY PROVIDED.....894 GA DAY FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL BE LEVEL. SIDE WALL: (13' + 68')x2x(2 SIDES)(.74) 239.8 GAL/DAY 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 13' X 68' TO MACDOUGALL-SURVEY, INC. FOR B.O.H. AND DESIGN BOTTOM: ( )( 74) 654.2 GAL/DAY ENGINEERS REVIEW AND APPROVAL. TOTAL= 894 GAL/DAY 13. LOT NOT IN ZONE II * ' 894 GPD PROVIDED - 880 GPD REQUIRED = 14 GPD RESERVE s P # 141 '61 TEST PIT RESULTS:--. i CONSTRUCTION NOTES: _-_----- _ -_--- _--- ---- _---__ ___ 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND SOIL TEST -DATE: OCTOBER 28, 2013 ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. - B.O.H. AGENT: '"DONNA MIORANDI;, R.S. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE SOIL EVALUATOR: DARREN M. MEYER, R.S. WITH DEEDED OR ZONING REGULATIONS., OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. BACKHOE: JON CONDON 3. ALL SYSTEM COMPONENTS SHALL,BE-MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS. TP#1 EL.= 13.9 (PER.0 BOTTOM© 66"<2 MPI) TP#2 EL.= 14.2 ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER ELEV. DEPTH (IN.) HORIZON TEXTURE ` `COLOR MOTTLING OTHER 13.6 0"- 4" 0 ORGANIC N/A - 13.7 0"- 6 0 ORGANIC N/A H OF 44,1 , 12.7 4"- 14" A LOAMY SAND 10YR4 1 N/A 12.9 6"- 16" A LOAMY SAND 10YR4 1 N/A DA REN G 10.6 14"- 40" B LOAMY SAND 10YR5/8. N/A 10.8 16"- 41" 6 LOAMY SAND 10YR5/8 N/A $ R w - 3.9 40 120" C MED. COARS SAND 2.5Y6/4 N/A 1 = L4.2 41"- 120" C MED. COARS SAND 2.5Y6/4 N/A No. 1140 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ®rS$S�� ►TAiR��`� 11I TP#3 E L.= 13.9 TP#4 E L.= 14:2 l ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR . MOTTLING OTHER ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 13.6 0"- 4" 0 ORGANIC N/A 13.8. 0"- 5" 0 ORGANIC N/A SEPTIC SYSTEM• DETAIL PAGE 13.1 4"- 10" A LOAMY SAND 10YR4 1 N/A 13.2 5"- 1.2" A LOAMY SAND 10YR4 1 N/A 408 WIANNO AVENUE 10.5 10"- 41" B LOAMY SAND 10YR5/8 . N/A 10.9 12"- 40" B- LOAMY SAND 10YR5/8 N/A OSTERVILLE, MA. 1.9 . 41"- 144" C MED. COARS SAND 2.5Y6/4 N/A 2.2 40"- 144" 1 MED. COARS SANDI 2.5Y6/4 I N/A MARCH 31, 2015 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED SHEET 3 OF 3 J# 1492D 7_ y OSTERVILLE TRANSECT, »A» _ HOUSE AND GARAGE TO LINEAR FEET BE REMOVED 2 6 10 20•W.....,_ 30 40 9ti� qr qr THIS AREA TO BE REGRADED, 13.5 "L......€...• _... _I i I,.,,,"•,.,.,,r" O STABILIZED AND RESTORED 12 W _.......�....., ._.". L.._.. LOCUS WITH LOAM AND FESCUE GRASS SEED WITHOUT _. ... ............. " S) M 10---- `!"."...... .............? . _ { CRYST L p, FERTILIZER OR IRRIGATION I i A.M. 163 005 - --` / D NECK � LA E .0 3p,, 1a 8 __. .......,. POND CB DISC O E ++ O �. / F S Nar2��Qra Z 6 76 3Z'38»W 4 i ! "� ." ..:. ... € ..., ,_€ t SAP VIEW P� oJ�O j ..... �93.22 ,� TRANSECT »B» ^�� LINEAR FEET , •5� 2 AL s 10 LOCUS MAP �^ NpcO 15 " , v .....__ PLAN REF: LCP 4178M AL 14; _.............§_.i_ .,....... I 30 40 r-- 50 Q .......... T_.� I_ V LEACHPITS TO BE CRUSHED E , TITLE REF: CTF#170686 ..,. V117 _ € _ _ _ SANDFILLED AND ABANDONDED B V O _,.. G I RFM 1 P SETBACKS:D " EXPOSURE5 PA AL ZONING: TRACK 30' 15' I I I"„.s__" ". " "W NOT IN ZONE II " WIND ZONE 3 PER TITLE O 911� LOT 16 m "" L t ..i O O , r " € € FLOOD ZONE: "C , "B & A-13 A.M. 163 017 10'" "" I 1m 1 € z I L COMMUNITY PANEL: 250001-0016-D DATED:07/02/92 .Allc A.M. 140/154-002 N / a "."............... _ ...,,.,..:... .. .� _ AREA=179,789t S.F. w _ I (._ { € o F V116 AL o z 8 I ..... I € .. € i I t z V115 V114 ,� � 4; ........ w. a....., _." ...... 3 CB DISC 'f _....w .. Oo 6 €........" _ � ._ _..j....... } It- ; I MITIGATION CALCULATIONS: -- _... ji E g 7. w V113 _ w`_ N� f,. _ ." 15 t LE PIT W ��"� V112 1 AL A._ ,,,...,.. _I 0-50 A BANK .�.. V11 FROM COASTAL B N £' £-r" ._ �, w 8 w __ ��_ w w � TRANSECT »C" ' - - 1 _. " .. F ; F yam\ r EXIST. STRUCTURES 3815 S.F. X 4 1738 S.F. X 3 '` f : `" LINEAR FEET & HARDSCAPE 15,260 5,214 = 20,474 S.F. A.M. 140/153 ". "" -r- �p A 2 6 10 20 17 t K `� '" i t 13.7 `� ..•.'' �,,,"...-.� ,., ° t - ""' PROP. STRUCTURES 0 S.F. X 4 = 0 6810 S.F. X 3 = CTF# 47876 ,... �' } BPS�PL ._ - ' �„ 1� 9 of 8 O� N I, ;€ & HARDSCAPE 20,430 = 20,430 S.F. UNOBSTRUCTED VIEW .�,.... cA. COP` � € Q• - V110 � 12; _.........�.... ......."., RIGHTS - _� ,. i ? WETLANDS N m ;� -- w."w .... 8 },. I - � AL U, D 1 I ,,.... LEA rl.T AIL"w ,.._,�.. . ... 19 t Z , O LIMI 1 " �' O .....c. ..........,a• - r } 1 0 Z 20 430 S.F. r f e ; 8 ' , O ,....,.........._._ ' ��. V109 ..�... ; "._ ._...,,. 2 44 S.F. CREDIT AL 6 76 AL EXISTING V107 Fes• £' V103 w w [) LLIC `" '+ Cp } ` �- PROFILE OF GUEST HOUSE ss tUTUR _ `,• , , _ s� SEWAGE DISPOSAL SYSTEM GUEST HOUSE j:; - _ r,• 'F 2 1V } I (NOT TO SCALE) g I (3- EDROON ;... #i' __ __- "; �� } 5 r } �11l� Ilk, cS` _ -20.5is ! T - ' 6 6' V102 TOP OF FOUNDATION r� '�` ELEV.= 20.5 "L I , ` M N.SCHEDULE 1/84 PER FOOTI = PROPOSE�� f ;' POROtN z �\ ___ DWELLING ji �.:. " w � 10' MINIMUM- f 5-BEDRO'M 00 o I I i SWEEP D E W/S (TOF=17.0 ) _ 3 Q 1 ` alIlc >..>.,....>..»»»., ............ EL= 18.00 TO GRADE W/SCREWCAP EL= 15.5 des' 1 i t t 13CIV - \ �I O I € 6" MAX: 6" MAX. GA ", s� V101 RISER RISER AN L ! ,moo r _-- \ s i 1 i CPS f �O f' K PO ,P } 'r 4" SCHEDULE 40 P.V.C. (IF N\EC) (IF NECR CONC. t O -_ MIN. PITCH 1/4" PER FOOT EL= 17.25 RISER & LEVEL } : : o S=.025 COVER FOR 2' 47' TO CLEANOUT z f G� W J� Z -off _ �_ 76 f", \\ .. FLOW LINE INVERT 91' S= .05 P \N }p O \ ,,y __ C� INVERT INVERT l 0 �, OS \ f 1 14 INVERT INVERT SO9� '9AA \ W A.M 163/023 EL=16.50 EL=16.25 \ MIN. ADD EL= 16.00 EL= 11.43 6 SUMP EL=11.25 / \ �'y� GAS �O I A� q �� t r ' S if e s 4' BAFFLE ° ' t 6" BASE OF MECHANICALLY, l n T < , \ 'j'C�9 j ° O,,��j¢-I/ I } €P\J .... .•.• __ COMPACTED SAND 1P� _ s \ l 6, Fs��t ,' k.Q 0 # , . PROP. DB3 (H-20) q . . .___.__. f�,. ..._.,__ .� DLL '� °IOr1 _ \ � .." �/ �` r 6" BASE OF MECHANICALLY TP,iB Yl .9 I - �; }' OQ'' �� COMPACTED SAND BOX P 13.9 N .` G PROFILE OF MAIN HOUSE = , A.M. 140/154-001 ) 19 } \\" �\ \ �-o �'`- _ 0"" ` `\ r PROPOSED 6 w JP � 13 `\ g 1 ,500 GALLON TANK 1 „ `� �, � 'SEWAGE DISPOSAL SYSTEM z �\ + /11L2I C)O ".- ���' t Ac NOT To SCALE) " � } �\ \ \ c�� ti ti 1 .� ,..�' a, TOP OF FOUNDATION ( 2 LAYER OF TOP \ \ 6 } \� 57 ;° Q Q� �� UPOLE ELEV.= 17.0 4" SCHEDULE 40 P.V.C. 1/8" - 1/2 E € \\ f �\ \ 7' 'I,O ,- ' f, t' MIN. PITCH 1/8" PER FOOT DOUBLE WASHED STONE CB/DH \ OR FILTER FABRIC EL=16�0 \\ \\ \ mod•\ / 'Z$. \ # �GOOf 10' MINIMUM-� i � f `b \ \ ' , 1 f ��' J -��. , ,�'� ,,.." 1O "'"� �• "''' ......,.. .>........>..>..>.>.. " EL= 16.3' FG EL= 15.3 EL= 15.0 EL= 15.0 co \ `Y N p� 6 MAX:` :;� ...,».......»>..>.>. .... " > " ..> :;�5co :::: ::. 3" MAX �....•...... 5 `�� RISER ISER & ?z " COVER COVER RISER & o a INVERT ..CLEAN ...,».D. , FILL ,. :" # ♦ `�, COVER EL= 11.0 Q` PER CMR 15.255 3s 3 4 SCHEDULE 40 P.V.C. IF NEC.) IF NEC.) rL j r } / I ' # 1 MIN. PITCH 1/4" PER FOOT EL= 15.6 (IF NEC.) LEVEL o �\ WTI{ `°# / ,f �; , 10' O S-.025 FOR 2' 5' 5=.01 Tn 0o �� .� � UPOLE 2r s= .13 � EL= 12.0 ; �� I \ / A.M. 163/024 FLOW LINE r o INVERT INVERT , 110 14" INVERT INVERT INVERT ° ° ° ° 0 0 0 W.0 I C� CP o o a TOP I r �' EL=14.85' EL=14.6 IN. EL= 14.35 EL= 11.43 6" SUMP EL= 11.25 24' o o° o°° 0 0 I 0 o 00 M ADD € ♦ / 4' GAS o CP o � CB/DH i �` s ) ' BAFFLE 6" BASE OF MECHANICALLY ° o °o 000 °� P f- € I _ PROP.COMPACTED 4.0 1.8 EL= 9.0 EL=13.90 / Qw - EL 10.0 ' UPOLE � °. �� � 5 STRIPOUT TO C LAYER •'•' DISTRIBUTION 8.5 6" BASE OF MECHANICALLY BOX W/T (TYP.) # ' , `` �. i ALL AROUND S.A.S. COMPACTED SAND 3 4" TO 1-1 2" 68' O is "- F PER 310 CMR 15.255 / / z DOUBLE WASHED STONE ' " ' " " 150 it 16 '' ',. ," ! -' UPOLE PROPOSED 6-500 GAL. (H-20) DRY WELLS (4 -10 X 8 -6 X 3 -0 ) 1 ,500 GALLON TANK SOIL ABSORBT(ON (TRENCH FORMATION) o 1W *'' O MAG NAIL Ca • ��6' f, , `EL=17.88' I SYSTEM (S.A.S.) 13' X 68' �' OP w. :'w• EL=16.31 BOTTOM OF TEST HOLE 3 ELEV.= 1.9 cp�DH �✓ �� ; "" " GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF P 1 41 61 TEST PIT RESULTS c3` � ".�.,,� �,..�-�, UPOLE ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT # I \ �� �.. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED \ " \ tJ TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS UPO�E FOR SUBSURFACE DISPOSAL'OF SEWERAGE. BY ME CONSISTENT WITH THE REQUIRED TRAINING,-EXPERTISE, AND EXPERIENCE SOIL TEST DATE: OCTOBER 28, 2013 I TE & SEPTIC PLAN \ �\'�^� •-�� .---••'""" �'``�.,� g2 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS OF MY "!� \• g ANY REMAINING SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, B.O.H. AGENT: DONNf� MIORANDI, R.S. LOCATED AT: ACCESSIBLE WITHIN 3 OF FINISH GRADE, WITH -� �o ACCESS PORTS BROUGHT TO WITHIN 3" OF FINISH GRADE. ARE ACCURA E AND IN ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107. ,p \ ��."'•" _.�- � +'� 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE SOIL EVALUATOR: D°'�RREN M. MEYER, R.S. 08 WI AN N 0 AVENUE /J \ (�,L L BACKHOE: JON CONDON •,�fp56 A.M. 163/025-002 CAPABLE OF WITHSTANDING H-10'LOADING UNLESS THEY ARE OSTERVILLE MA. \ Al UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY \ !y S UPOLE MUST WITHSTAND H-2o LOADING. DARREN EYER, R.S., CERTIFIED SOIL VALUATOR PREPARED FOR 0 \//\ 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION \ per\ OF ALL UTILITIES PRIOR UTO ANY SED TO BRING COVERS TO GRADE S H A A B K H DESIGN DATA: 5. ANY MASONRY UNITS US OCTOBER 11. 2013 OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. TP#1 E L.= 13.9 (P E R C BOTTOM© 6 6 G2 M P I) TP#2 E'L.= 14.2 \ \9\ 11/08/13, 11/12/13 REV: 12/03/13 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE \ \ SB/DH 5 MAIN HOUSE OVER THE S.A.S. AND DISTRIBUTION BOX. TEXTURE COLOR MOTTLING OTHER NUMBER OF BEDROOMS........ ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER ELEV. DEPTH (IN.) HORIZON TE NMA/A H°Fys 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF ( ) v 3 GUEST HOUSE SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE 13.6 0-- 4 0 ORGANIC N/A 13.7 0 6 0 OFIGANIC N/ e yj\A,OF Sn a�� Sq�yG GARBAGE DISPOSAL......... THE FLOW`LINE AND SHALL BE ON THE CENTERLINE AND . """'--NO LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. 12.7 4 14 A LOAMY SAND 10YR4 1 N A 12.9 6 = 16 A LOANY SAND 10YR4 1 N A DAf�I�EN A. " " o EDWARD �, TOTAL ESTIMATED FLOW 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 10.6 14" 40" BLOAMY SAND ` 10YR5/8 N/A 10.8 16" 41" B LOAMY SAND 10YR5/8 N/A r c� o (110 GAL./BR./DAY X 8 BR. 880 _ 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT STONE ) ELEVATION OF THE OUTLET PIPE. > 3.9 40" 120" c MED. COARS SAND 2.5Y6/4 N/A 4.2 41"- 120" C MED. C��ARS SAND 2.5Y6/4 N/A - � No• 28980� 550GPD X 200% = 1100 GAL' (MAIN HOUSE 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. ` U. 1140 'A NO .GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Q �.� FG� T 330GPD X 200% = 660 GAL (GUEST HOUSE) 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS INSTALL (2) NEW 1500 GAL. SEPTIC 'TANKS BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC.- GISTSR 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND t s . UPOLE ( / FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL Y gV,ITARiPN i INSTALL: 6-500 GAL. DRY WELLS W 4' CRUSHED STONE ' TP 4 E:L.= 14.2 ON THE SIDES, 4' ON THE ENDS) AND BACKFILL BE LEVEL TP#3 EL.= 13.9 # 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION WITH CLEAN SAND FILL PER 310 CMR 15.255 TO MACDOUGALL SURVEY, INC. FOR B.O.H. AN DESIGN' ELEV. DEPTH (IN. HORIZON TEXTURE COLOR MOTTLING OTHER ELEV. DEPTH IN.) HORIZON TEXTURE COLOR MOTTLING OTHER ENGINEERS REVIEW AND APPROVAL. MacDougall S U r V e�/I Cl g SOIL CLASSIFICATION................__�____ 13. LOT NOT IN ZONE II 13.6 0"- 4" 0 ORGANIC N/A 13.8 0--_5" 0 ORGANIC N/A . " " Y SAND 10YR4 1 N A & Associates DESIGN PERCOLATION RATE... . <2_�,J.L�J�1. 13.1 4 - 10 A LOAMY SAND 10YR4 1 N A 13.2 5 - 12 A LOAM Q EFFLUENT LOADING RATE.........__74 _ CONSTRUCTION NOTES: 10.5 10"- 41 B LOAMY SAND 10YR5/8 N/A 10.9 12"- 40" B LOAMY SAND 10YR5/8 NN A P.O. Box 2428 GRAPHIC SCALE REQUIRED LEACHING CAPACITY.....880 GAL/DAY 1.9 41"- 144" C ED. COARS SAND 2.5Y6/4 N/A 2.2 40 - 144 C MED. COARS SAND 2.5Y6/4 / REQUIRED RESERVE CAPACITY..... 88O GALIDAY 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND Mash pee, Ma. 02649 ao so ,2o LEACHING CAPACITY PROVIDED.....894 GADAY ELEVATIONS AND SITE CONDITIONS PRIOR To COMMENCING NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED P 30 0 5 WORK ON THE SITE. 6" row ji4 SIDEWALL:(13' + 68')X2X(2 SIDES)(.74)= 239.8 GAL/DAY 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE PH. R08 08)419-1087 WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT faX 419-1087 BOTTOM: (13' x 68')(.74)= 654.2 GAL/DAY IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. email: ( IN FEET ) TOTAL= 894 GAL/DAY 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING maCC�OUC�aIISUt"Ve�COt71CaSt.flet 1 inch = 30 ft. TAPE OR A COMPARABLE MEANS. _ 894 GPIj' PROVIDED - 880 GPD REQUIRED = 14 GPD RESERVE J#1492C