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HomeMy WebLinkAbout0176 WASHINGTON AVENUE - Health 176 WASHINGTON AVENUE OSTERVILLE A= 139 -085 / TOWN OF BARNSTABLE, LG,'G\TION e, SEWAGE# � -� '2--- VILLAGE '0'-4 ASSESSOR'S MAP&PARCEL I 0 INSTALLER'S NAME&PHONE NO. GS�o1 6¢-s'., ' 0 SEPTIC TANK CAPACITY On 6 LEACHING FACILITY: (type) a (size) ; NO.OF BEDROOMS OWNER I L, AI e- PERMIT DATE: jg n o 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 vi f Jk It 3P2 Z' } jj ID ,�e_..,TOWN OF BARNSTABLE LOCATION.T WA,3 - )6,n SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ,r, C.a\•� q f.� SEPTIC TANK CAPACITY A,)L. Z -,LEACHING FACILITY:(type 5®o ►V ze) q ' NO.OF BEDROOMS OWNER i` t r PERMIT DATE: Q, 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 P , ' V 02 No. �J Fee THE COMMONWEALTH OF ASSACHUSETTS Entered in computer: y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for Disposal 6pstem Construction Permit Application for a Permit to Construct(-,r Repair( ) Upgrade( ) Abandon( ) []'t"omplete System ❑Individual Components Location Address or Lot No. 17� Uh5�hSJpr� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 131_C jr5 / a' Installer's e,Address,and Tel.No. Des* Name,Address and Tel.No. Zn^5��1�J 5CS-9Z8 -_33`( Type of guilding: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(Np) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 33S gpd Plan Date Number of sheets Revision Date ,4Z ) Title 51 rd rW J Size of Septic Tank (,sal ok _ Type of S.A.S. 3-5LZ 6Kk_CY0Mtt4� Description of Soil T Zy^�Z\ D'��� U�� (,d" SOAAD (d`Kq jZ 30-(3Z C me) 5"D ZS y � 0 Nature of Repairs or Alterations(Answer when applicable) so�,k r?RC-&A 'kSSue.D feK (MAN fitd_�9— Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of lth. q Si Date Application Approved by Date f Application Disapproved by Date for the following reasons Permit No. 'oat —0- Date Issued . pyvl, ^Yr+w itµ n-.�;�,� a .Ih�.ai �,;.y,'4��kw•+l�• .•� ^..`x k �rt '.,y*.....�i ly "w6';.:...��"`1l ... �,'. oOlt6 4 r P f'J Fee i `THE'COMMONWEALTH}OF MASSACHUSETTS Entered in computer: y! •," ar Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS ,. '"WitatlonJop ispp$a,,, rostratonstrtictlon Permit Lo Application.for Permit to Construct(--I' Repair(,) Upgradg:( ) 'Abandon( ) [-complete System ❑Individual Components Location Address or Lot No. �V15)t,\ Owner's Name,Address,and Tel.No. 0 Assessor's Map/Parcel 131-t5 Installer's ame,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 33 gpd Plan Date ,�-- / ZaZ U Number of sheets Revision Date Title 5 (�ti1 ��oo � �-�1I�(w2r1►f Size of Septic Tank 1.5ca (CA Type of S.A.S. Description of Soil 7 -Zy'�Z` (��0` o/PC C�o�wr( S 0,XKD t 61 K417— r3o cgwl sw J rjy& SI G Nature of Repairs or Alterations(Answer when applicable) R Date last inspected: y 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 He''lth. r, Signed—) Date ~�./• C Application Approved by G - Date / XZ1.;/Za?_ 1 ' Application Disapproved by Date for the following reasons ���/�D�� Date Issued Permit No. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ,s THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(./r Repaired( ) Upgraded( ) Abandoned( )by at ��Qt 5� �✓1"Iu't_. has been constructed in accordance ...,with the provisions of Title 5 and the for Disposal System Construction Permit No,? /-Dl dated (4Z !OZ J Installer V%L Designer #bedrooms 3 ' (0J A,v A- ' Approved design flow 73 D gpd The issuance of this perm shall:not be construed as a guarantee that the system wi;'n/ct�o/�as designed. Date ( Inspector /GP' �g v i VW --- No.------------_-�.0/p.__r.�------_•__.___.--__.__._.__________---•-•-----•-------------•---•--__.._..._._._._�_._w_.-...._.•--� Fee`�----U•--._z________________..__ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit 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 � '.76 ZoZ I Approved by Town of Barnstable Inspectional Services trw Public Health Division MASS Thomas McKean,Director i679` y�� �o 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: /Z 242.1 Sewage Permit# > --u2+ XX sessor s Map\Parcel Designer: l�v��. F ,'tie--er,:a f- Installers Address: 2[( ; Sf' f?� 5 9� Address: On g l 'To Vee was issued a permit to install a (date) (installer) septic system at 176 tkAJ�,i based on a design drawn by (address) Fri h'P+--t*:n I dated -P -7 24 2 C� (designer) I certify that the septic system referenced above.was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strap out (if required) was inspected and the soils were found satisfactory. 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 any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. trip o t 'f requi ) inspected and the soils were found satisfactory. t;�-� P 3 — o Z t I certify that the system referenced above was constructe f R s with the to rms of th approval letters (if applicable) ��� ''off CHARLES T. ROWLAND �' CIVIL I No. 52699 ns er's Signature) NAL PIF� (Designer's Signa e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNS TABLE PUBLIC HEALTH DIVISION. THANK YOU. VtoMeptMEALTMSEWER connecASEPTIMesiper Certification Form Rev&14-13.DOC I No. /v ZV — �� I Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: E/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for -Misposai *pstem Construction Permit Application for a Permit to Construct("Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. j-74 WqS1iA94c,,q A Owner's T` YS eCsrst,aroih Tel.-NL}�oA. iA Assessor's Map/Parcel cel �krb C_ Installer's N e,Address,and Tel.No. Des? ne s Name,Address,and Tel.No.I l'ol-eerj2A i-ype of Building: _ q Dwelling No.of Bedrooms S Lot Size L r sq.ft. Garbage Grinder( ) Other Type of Building ��S A—��`q No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) J` S gpd . Design flow provided .S C P gpd Plan Date �'�� 7 gaze / Number of sheets I Revision Date T;/ Title S;-(�_ Pl ,, P(-. of ,(Size of Septic Tank t5-00 C(6?— 9Z0 Type of S.A.S. Y— SOU 6q/,,q demAtl w Sao Description of Soil Q !J A ecwll S'� -0 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 LBoa�r Healt . Signe Date 7—�� �� Application Approved by c Date Application Disapproved by Date for the following reasons Permit No. !9o.90 Date Issued �— f U .-0 `-' THE COMMONWEALTH AS NWEALTH OF MSACHUSETTS ".Fee Y Entered in computer: , M''" PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS e 13'"tlYicatl0zlt for -MispoBar 6pBtem Construction Pffmit 1 i Application for a Permit to Construct(-r Repair( )• Upgrade( ) Abandon( ) ❑k°C mplete System ❑Individual Components" Location Address or Lot No. 174 Avg Owner's Name.Address,and Tel.No. j Assessor's Map/Parcel` — 41*6- 11 �,�M ,,Q Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ' 43� t�,.�.�✓f.� ..��fir^----- �ai�-4''i�-3'��� Type of Building: Dwelling No.of Bedrooms Lot Size �, ( � sq.ft. Garbage Grinder( ) Other Type of Building iC 5.'r Jt-{','c No.of Persons Showers( ) Cafeteria( ) Other Fixtures ~ Design Flow•(min.required) `j s" gpd Design flow provided gpd Plan Date. T �/ ;7, e 6�v Number of sheets Revision Date ;9A Title ecru:41 ) } t; v / Size of Septic Tank 1 coo a pt n { �/�c• Type of S.A.S. `�- .5-D�' 6,,///1 �'G,�.4ij ,,�,/3�,no Description of Soil 7 C� ' G 1.4 4� &eA1,,i Ste„ 91 - A t" c s r 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 Boardfof Health. Signedl. Date "' f Application Approved by [�a �. `�"'""".� - Date rD \ e Application Disapproved by Date _ .. for the following reasons Permit No. e'C}pU - P i y"• Date Issued 'r- rD " i7 C} -------------------------------- - --- ---------- -------------- -- - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed O^ Repaired( ) Upgraded( ) Abandoned( )by at /?� /fix S�;.;c boa, (,��?. has been constructed in accordance with the provisions,of.Title:5 and�the_for-Disposal System Construction Permit No,7 j"Q"?r�L dated � �r� � �'CJ Installer Designer Designerv/l'yeary J",.,sr^, f rZ� a r'. r�3�/i�'•:. ?".nl. •#bedrooms 5 Approved design flow z f J gpd The issuance of this/permit shall not be construed as a guarantee that the system will functio (n designeddl Datek� � ( InspectorVi Ft' r i No. Oda Fee jSC� Fri THE COMMONWEALTH OF MASSACHUSETTS p PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS r -Misposal 6pstem Construction 3permit ' l Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) 'Abandon( ) System located at 4,'.kr A tet c �"�+ 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.r---- { ' Date 77- (f) '°- D-('} Approved by , I - - Town of Barnstable a� Inspectional Services weNernati„ II Public Health Division n�sa Thomas McKean,Director 059. �o 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form ' � i�-pis Date: /Z 2421 Sewage Permit# 10-U 2-}��ssessor's Map\Parcel 139 4 j Designer: Je'.AN*4 6 ;i,e'er 'A Installer: -No/C C_ Co ce11�1 ;KJ.:t� Address: _ ?t( Vf, (Po 60W a 1-9 Address: On vq/zc l To C2 & ` ," _was issued a permit to install a ( ate) (installer) septic system at 1-76 4fAf�,A 4on— &. based on a design drawn by address) F 1h eer;A dated ?/2,62,0 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I 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 any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. trip o t f requir )w inspected and the soils were found satisfactory. RQ 4 � 004�- 6� .3/S""�0 2 I certify that the system referenced above was constructe R with the to rms of ;th approval letters (if applicable) o= CHARLES T. ROWLAND C CIVIL No. 52699 ns er's Signature) TEt�°���`� ` ANAL ' (Designer's Signa e) (Affix Designer's Stamp Here) ' PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH BOTH TH®S FORM AND AS- BUILT WILL NOT BE ISSUED U BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. khoMdeptMEALTI HEWER connecMEPTIMaigner Certification Form Rev&14-13.DOC No. 9*1— Fee /0 0 / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE} MASSACHUSETTS ZIppfication for 30igo9ar 6potem Construction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. #I"Xo (��� IT- Qwner's Name Address and Tel.No. 1 I OS Il�l� �/Olo Assessor's Map/Parcel Gf{j J0141� COhIA?bE-A4 �Q M 13 P ,35 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tggl.No. IJ�ti IWC Ty of Building: A Dwelling No.of Brooms_ Lot Size ©16O k—A -€t- Garbage Grinder( ) Other Type of ilding No.of Persons Showers( ) Cafeteria( ) O er Fixtur s De ' Fl gallons per day. Calculated daily flow Pla Dat ow gallons. `I- I D • 9 P> Number of sheets '*2— Revision Date ize of Septic Tank 1 590 Type of S.A.S. i4p4L.L,01 17-1 X S9 Description of Soil t)-T" D Z��`�I� F- T�IT 1°761 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 Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date 1�1 Application Disapproved for the following reasons Permit No. r Date Issued +� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(X)Repaired( )Upgraded( ) Abandoned( )by at 1 l AA- I 4"' 1LI has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No � dated 17 Aewel 7t 9_ Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector NO. Fee �8�-_--------- --�-- 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ligponf *pgtem Construction Permit Permission is hereby granted to Construct Repair( Up ra e,( )&AnnSystem located at 17(0 u1As►41t�`r �j� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by /c No. Fee /U Q� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Mi.5pozar *pgtem (tongtruction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. I WASI•h &MIJ �("' 99wner's Name y A�ddress and Tel.No. t osr Assessor's Map/Parcel A n 3 p g 5 G�0 JO140 CO 4A tlb ,&� �0 Installer's Name,Address,and Tel.No. Designer's Name,Address and T 1.No. i��v Nr Type-'of Building: Dwelling _ No.of Bedrooms_ Lot Size 04S Lsq-*- Garbage Grinder( ) Other Type of)3 ilding No. of Persons Showers( ) Cafeteria( ) O er Fixtur s De ' Flow gallons per day. Calculated daily flow AtIlD gallons.- Pla Dat 1 10 . q8 Number of sheets, evision Date e fa-fa-Tu IN om IZ✓I L. z-i, _ L07- I 2. 4-" �j (! "1) 15 Size of Septic Tank 59c) Type of S.A.S. 4,AL .dj Description of Soil Q-Z' d 7i''3" :77 � 3d 7� 1670" 604ke1s 5A_Qt$ 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 Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date '" Application Disapproved 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(K)Repaired ( )Upgraded( ) Abandoned( )by at 1-71, WASOIO qT- 0<-:r• has bee constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No ated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 7 — ----=Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Migogal *p5tem Con!5truction Permit Permission is hereby granted to Construct(X )Repair( Up r , e( )A n n System located at 17lo UfiS► 1d6TN -Ir' k ``�• and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by E �►��� F,emw-( 4- QtDac� r,�E n>_a, otJ BAGK. uGxzt:� 40 GAU33A4-Q U/CJ.V"- p�L Flow = h x Ito =� LOT l�lo vt/aSo�tU�TDiJ l�V6, d S�'T1G TAN I' A40 9 2 s $lSo;OD U�F lc2oo (AL. t1'PvC. PiP�r � �Lt�/At.r►J•r k CUL.-Ic c++NZL��s3oc Aw+e6 14-STDUE visT. AmuGA-moW AMA 260'V• GpD s o'id- SF= �SF AppLj"noN A¢FA v�5t6.tii PLaN Vit=u/ - L_f��41w cugM8Ee5 5ltEWAUu- Agr,-4=6'l OZTOM 70(V. AME4 s LDob5f �,0 'L• /N"y IulS�1 ,�� �. y.v. �i..n.�• t7dTE S MI��t z' 3 uax of �L . poLXrww '/s-YZ �H OF ty , O Sro.1E SOIL. Cl1l.� I �`S� gss9 o CULTS 2 ` H 3a'-rh! STEPHEN cSG y ° 330 o , �oNWA CP ALLYN �I v •. R F4� o WILSON A. 44 No.30916 r , BAXTER 4D °9pF� IST`� �Q0%-$Er--110 t O F "7 t fq-.ge Flo� Ffv love , p �, SC dD 1►Jvc .j ►� SO ION a io ye � 1 �Mc i¢ Pl•!0 � t7.� ; 7•' Ls11L�1 CRAM � ►-1 i�. bpJ( Lo.92sE '!� Ypo�tt�- CE"RGD ROT F ASL S . d0 WATM P-q t 7b toeAT ION pSTE�V I L P �.t�� aa� G• t8•�$ �2o vs�--� 4 CaMPL`d5 Wmk TIM 5(�E.taNe Alm (� l �:G} pl-AN iD2�c� JZT5A4V— ZWuIZMM&WT DF 1"i46 -WYJM 4F JSrG4P 131 PAIL gG BA at,Slrj%L5 P-* vs, rbr LA(ATe:) 1L µym I etc SPt�a AL FIStvp KAZ 'WH r=- ram- LAgv 5U2vwC2:6 • �( . I. to.q, G OST�vZVtLL.i'r - MASS. o�SES"S f-VoM BVI/.DtNI� SNo�►��'►" Ba l�Pp(.IG4NT: �lota� + l`71E>I�rz.� i��A��J Y• 2 to, lggf' I/i S,/I M A t Pc � i� 39 � `4 �� a AF U i t h Ave I � 01 Co �rzdS , F. �i•are �. � � l � � I � t>vAsc�iN�m �ti LPvp-�.u�1 'u' J� • ��P�� MASs9 �r tM Of q �O� STEPHEN CyG / 4 z ALLYN CP o wiLsoN --4 1 BAXTER&NYE INC. BAXTER No.30216 CIO 812 MAIN STREET OSTERVII.LLE, MA 02655 7•r��9a I Town of Barnstable P# 9/77 / Department of Health,Safety,and Environmental Services �! Public Health Division Date b C, - v01" v 367 Main Street,Hyannis MA 02601 Z BARNal'AeIX MAW Date Scheduled o b 110- 96 Time tO &-w%_ Fee Pd. Soil Suitability Assessment for Sewage Disposal- Performed W i , tnessed B ALZ�1?2:±1- 'JL)010�Performed By: I�.E��t2� � � Q-�C��•- � Y' b ;LOCATION & GENERAL INFORMATION Location Address viw Owner's Name ( � t1� s Lcvt o Avis g =.Ca�2 c ,C►c-pAT1z�c� C),f-b'n 1 t-t-� Address L L'r1 aSEF4ULZ Assessor's Map/Parcel: 131 �g� Engineer's Name'$p--x'TEIZ 4 Nye � - NEW CONSTRUCTION REPAIR Telephone# Land Use R=;�Iz I�b.1�1T1 a Slopes(%) Surface Stones Distances from: Open Water Body 4Z5 ft Possible Wet Area ft Drinking Water Well It Drainage Way ft Property Line 3< ft Other ' It SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) m 'O T- so41 ' 3s "ZS" +I 1 Parent material(geologic) 00 LVA4 L IIq Depth to Bedrock �— Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face T - Estimated Seasonal High Groundwater NATION* F OR;SEASONAL.MG T'VVATEtt TALE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: In. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R• Index Well# :Reading Date: Index Well level.-.--- Adi.factor Adj.Groundwater Level PE RGOLATION TEST Hate fn l �iT,me Observation 1 Time at 9" Hole# Depth of Perc _ A- Time at 6" Start Pre-soak Time @ 043=0 _ + Time(9"-V) St1vve� End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed 11 Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-� Copy: Applicant Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) DEEP OBSERVATION HOLE L+OG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 414 ..rConsistency.° ioye S/L '" sau te 6 DEEP OBSERVATION HdLE LOC Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) C�rb2S� 7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. on i tenc ° Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary . No— Yes_ A W thin !00 year flood houndary No'! Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification / I certify that on / 5 (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required training, xpertise d experience described in 310 CMR 15.017. ,,,Signature Date `� OVERLAY DISTRICT: ^ T , AP - Aquifer Protection Overlay District r CBldh in FLOOD ZONE: " .,. Zones: X (0.2% Annual Chance) & X (Min Flood Hazard) N/F Community Panel No. Wianno Club #250001 C0776 J July 16 2014 �t + 1� �e o " to O A ! �5 / 160.48 ZONE: S74' 45' 00". LONE. RF-1 LOCATION MAP. East Avenue ,�1, 40 Area (min.) 43,560 SF Scale: 1" = 2000'f (40' Wide) 14 Unconstructed 40' Way Frontage (min) 20' po p ti/ Width (min) 125 J�.�� o Setbacks: ASSESSORS REF.: \ O f Fron t 30 / Side 15' Map 139 Parcel 85 ce/dn � ' , o Rear 15' 83 56' in / S80' 49' 25"W _ ' `� CB/dh in fndCBl / fnd ,t fnd S74' 45'0 REFERENCES: PROP IN. 1 � IVEwAY TYP. -6" Deed: Cert. 149798 Plan: LCP 10290 B 31' P 10, R 1 1 ti MIN. 12' 10' -6 Y . TIP. 1 setback . "'►N. P ° PERC TEST: 20-121 .. __. - m _...._ PERFORMED BY: JOHN O'DEA PE- SULLI VAN ENGINEERING l vi j j &CONSULTING,INC. i PROPOSED \\ SOIL EVALUATOR NO.2911 10' GARAGE o' R.S. - TO WN OF BARNS TABLE MIN. SLABEL. 21.87 WITNESSED BY:DAVID STANTON, JUNE 8,2020 10 YP' NOTE:SOIL TESTS 1 &2 P#9177BYBAXTER&NYE � 1 IN. Abutters Driveway ' PROPOSED SITE PASSED SITE r ►7 i.7 \ PROPOSED TH 5 TANK 0 \ \ D-Box 1, TEST HOLES- 1 & 2 EL.22.5 TEST HOLE - 3 EL.22.3 . . . . . .O LAYER.. . . . . . . . . .O/A LAYER*IOYR.4l2. . .:. . . . . . . C� ~PROPOSED PATIO . . . . . DARK.GRAYISH.BROWN DEL. 21.71 rn . . . �� . 2 22.3 8" LOAMI`.SAND. . . . .`. . . . . . 21.6 ' 9 E LAYER lOYR 5/2 B LAYER IOYR.5/6. . . . W �y\ \ - OPOSE `PROPOSED �C�rBANA ' o GRA.YISHBROWN . . . YELLOWiSIhBROWN N/F \ RpOL _ o . . . . ' Luciann Boyd Sullivan et of ci I I 1 EL. 21�9 r-- S Z - �) 7" . . . . . .LOAMY SAhFD . . . 21.7 28' L.OAMY SAND. .' 20.0 C/O Luciann P. Thompson N 1 + N ;.� •� . . .. .13. LAXER'103'R4/3.'. . . . :. ..: . CLAYER 2.5Y6/6 BROWN. OLIVE YELLOW 32 L011K`1.SAND. . . . . . . . . . . .'.' 19.0 120' MED SAND 12.3 I ~ \ \ PERC TEST NO GROUNDWATER ENCOUNTERED o _ \ . 25 GALLONS GONE<15.AIZN. O O ~" \ \ --_ 1 0' ASSUMED 1"IN2 MIN. OR LESS 12.5 ' N/F C LAYER 10YR 7/6 Roger D. Hearn YELLOW PROPOSED O POSED Z `..\ -� COARSE SAND O TANK NO GROUNDWATER ENCOUNTERED SEPTIC NOTES �' R0 cLEANours -' 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours o I FOR ALL BLD S _0 \\ Prior to Any Excavation For Thus Project the Contractor Shall Make `� ' TH 2 1 TEST HOLE - 4 EL.22.1 TEST HOLE - S EL. 17.2 PROPOSED __ \ the Required Notification to Dig Safe(1-888-344-7233)and contact o I � �_ ` DWELLING \ 0lA LAYER. .10YR.. .. . . . . .OIA LAYER.':10YR.4/2. . .-. . . . Sullivan Engineering&Consulting Inc.(508-428-3344). _ --- T G.F_. EL. 21.83 ; DARK.GRAYISHBROWN DARK.GRAYISH.BROWN. . ' F.F. EL-22.?� \ . . 2. The Contractor is Required to Secure Appropriate Permits From Town 9H�. . . . . . . . . . . . . . LQAMY5AND. . . . . . . . 21.4 6" LOAMY.SAND. . .'. . . . . 16.7 cp Agencies For Construction Defined by This Plan. I ��-- "'~ B LAYER.I OI'A.SL6. . B LAYER.IOY .. . . . . ......:... ..... 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall �_- "�- �'� Benchmark: .'.:.:. . YELLOWiSIiBR�1�VN: . . . . ... .'. ..... ..... . :YBLLOWRIZ �VN .. Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to ) '-�- Top o f CB/dh fnd 30� . . . . . :. LOAMY Si4ID. . . . . . . . . . . 19.6 30' L.OAMY SAND .'. .'. . .'. . . . . . 14.7 Assure Watertightness. In General, Water Lines Shall be Constructed in 1 El.=22.1 (NA VD 88) PERC TEST C LAYER 2.5Y 6/6 Coordination With COMM Water,and Shall be in Accordance I ` - 25 GALLONS GONE IN 7 MIlV. OLIVE YELLOW ' With 248 CMR 1.00- 7.00&310 CAM 15.00. __ _ "=- \ 132' 6.2 3 Setback PERC RATE<2 MIN/IN TAR=0.74 MED SAND 4.A Minimum of 9"of Cover is Required for All Components. I ,,. r--- � � 39" C LAYER 2.SY 6/6 18.9 NO GROUNDWATER ENCOUNTERED 5.All Structures Buried Three Feet or More or Subject �% _-- _ -- �� --PROPOSED TH 4 OLIVE YELLOW to Vehicular Traffic to be H-20 Loading.It is the Engineers 120 MED SAND 12.1 Recommendation that H-20 Always be Used. I 100% RESERVE TH 3 �- ) \ \ NO GROUNDWATER ENCOUNTERED 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 6' x 72' I Over Septic Tank Inlet and Outle4 D-Box,and One Leaching Chamber. All covers are to be maximum 18"for concrete or 24"Cast Lion. 1 l _ Finish Grade 7. Septic System to be Installed in Accordance With 310 CAM 15.00& _ _ \ _ 22 I r � /ynd _ S74' ' 25"W 7IL th 248 CMR 1.00-7.00 Latest Revision and the Town ofBarustable -'' --21 f' ---__ 3' Max. r 1 I I IIU " I� e of`R4vement _ 9" Min -- Com acted Fill >Board of Health Re ations. �.^ v... - __ M� 8.All Piping to be Sch.40 PVC. _ Fabric - �`� Z!!,- - "'_-- � __ And/Or 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum � -_y�� ,/ r__.d 2., 1/s" - 1/2" Sump of 6". r- / / Pea Stone 10. The Separation Distance Between the Septic Tank Inlets and a ,Q --_ i 3' H-20 3/4 - 1 1/2Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Wash'n(.� `A uN nue LEACHING Double washed ,� ' a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14 CHAMBER stone Below the Flow Line,and Shall be Equipped With a Gas Baffle. (4 0' Wide) r� 4' -'10' � 12' - 10" CROSS SECTION OF CHAMBER NOT TO SCALE DESIGN DATA F.F. El. 21. 75 See Note 6 (typ.) Single Family F.G. EL. 21 *Final Foundation GradingTo Be F.G. EL. 19 -3 Bedroom @ l l0 GPD No Garbage GrinderCoordinated With Landscape Plan Total Daily Flow=330 GPD Use a 1500 Gal Septic Tank Flow Equilizers LEACHING AREA EL. 17.50 F11 � As Required Installer To H-20 330 GPD/0.74(LIAR)=446 SF Required EL. 17.00 Sidewall=2(10'+29.5')2'=158 SF Con firm Prior 1500 Gallon EL. 17.25 Top EL. 17.25 Bottom Area=(lo'x29.5')=295SF To Any Work Septic Tank 16. H-20 Total Provided=453 SF(335 GPD) (See Note 5) D-Box EL. 16.68 LEACHING CHAMBER DESIGN 16.25 a ch i Leaching All Pipes to be Schedule 40. Use To Be Installed On Chamber 3-500 Gal.Leaching Chambers in a Stabe Compacted ose Bot. EL. 14.25 10'x 29.5'Double Washed .. .. ........... _ Stone Field as Shown. Bedding, "T"s ......... .. ................ . . . . .. .. ........ ..... Inspection Port, Erraoun.terg. :Re......::&:Replace & Baffels All: Unstiaal5le:SoilsVt�iatiin 5':of as Per Title 5 The::0u ter:Perim e fier::_o:f :Tia e':Sy em: °� N CABANA / GARA GE No Groundwater Per Test Hole 5 DEVELOPED PROFILE OF SYSTEM EL. 2 Groundwater NOT TO SCALE Per T.O.B. Standard F.F. El. 22.20 See Note 6 (typ.) DESIGN DATA Single Family * _ * F.G. EL. 20 -5Be&oom@IIOGPD F.G. EL. 21.80 Final Foundation Grading To Be No Garbage Grinder Coordinated With Landscape Plan Total Daily Flow=550 GPD Use a 1500 Gal Septic Tank F� Flow Equ it izers LEACHINGAREA EL. 18.50 As Required 550 GPD/0.74(LTAR)=743.2 SF Required Installer To EL. 18.00 H-20 Sidewall=2(12.83'+42)2'=219.3 SF Con firm Prior 1500 Gallon EL. 17.75 Top EL. 17.50 To Any Work Bottom Area=(12.83'x 429=538.9 SF Septic Tank 17.00 H-20 Total Provided=758.2 SF(561.1 GPD) (See Note 5) D-Box EL. 16.84 LEACHING CHAMBER DESIGN 16.50 H-20 Leaching All Pipes to be Schedule 40. Use To Be Installed On Chamber 4-500 Gal.Leaching Chambers in a stable Compacted Base Bot. EL. 14.50 12.83'x 42'Double Washed Stone Field as Shown. Bedding, "T"s Inspection Port, 1t:Enc.aunt:erect:Remove... Replace::: HOFr� sn & Baffels AII. Unsui:fableWrthin as Per Title 5 The...Outer Perirrreter of.The System: °o .. ... ..... . . . ......... . . N ... .. .... .. ® EL. 6.2 DWELLING No Groundwater Per Test Hole 5 DE VELOPED PROFILE OF S YSTEM 'EL. 2 Groundwater NOT TO SCALE Per T O.B. Standard Mirror Garage 0310512021 REV.: Update Building Footprints 0111412021 TITLE. Site Plan PREPARED BY. PREPARED FOR: NOTES: Pronosed Improvements ' Engineering & Boyside Building, Inc. a The property line information shown was compiled from =I" i" available record information. AtU lVa n 3 Bayberry Squore 2) The topographic information was obtained from an on y Consulting, Inc. Centerville, MA 026�32 the ground survey with RTK GPS performed on June 23, 176 Washington Avenue 2020. (508)428-3344•P.O. Box 659 .711 Main Street, Osterville, MA 02655 3) The datum used is NAVD '88, a fixed mean sea level Barnstable (Osterville) Mass. seci@sullivanengin.com•www.suilivanengin.com datum. 36 Draft: ASL Field: CTR JOD 20 0 10 20 40 80 V. 10 0 5 10 20 40 DATE: July 7, 2020 As Noted SCALE. Review: JOD/CTR Comp./Review: CTR/JOD - Project: Docey Project#• 1998101 i i OVERLAY DISTRICT: AP - Aquifer Protection Overlay District h CBldh fnd � ''s;• ' �, s-., FLOOD ZONE: r Zones X (0.2% Annual Chance) & X (Min Flood Hazard) 'a-' tiar.k •F , N/F Community Panel No, Wionno Club #250001CO776 Jf ' 1� 3 July 16, 2014 160.48 ..J tip+` +F 3�"'fi}:' 'k� S�Zi `i•3T'h C : S74' 45' 00", ZONE Avenue RF-1L CATION MAP: East , Area (min.) 43,560 SF Scale: 1" = 2000'± (40' Wide) Unconstructed 40 Way Frontage (min) 20 Width (min) 125' Setback ts: ASSESSORS REF.: Fro83.56' fBd/dh 5� ` Side 15' Map 139 Parcel. 85 sao• 49' 25„W °� c e/d n Rear 15� CB/dh / fnd fnd 0 -1 S74' 45_ REFERENCES: t t� PROP IVEWAY TYP. -s" Deed: Cert. 149798 31' P S.A. . Plan: LCP 10290 B 10' 12' ' 10` '-6 MIN. TYP. �t MIN. P 0 � __,. :.,�_ PERC TEST: 20-121 Q ' PERFORMED BY: JOHN O'DEA PE SULLIVAN ENGINEERING &CONSULTING,INC. PROPOSED \ SOIL EVALUATOR NO.2911 0 I GARAGE l 41N. WITNESSED BY:DAVID STANTON,R.S. -TOWN OFBARNSTABLE MIN. SLABEL. 21.87 .NNE 8,2020 � 10' I YP. ;tt 3 ►N. ' NOTE:SOIL, TESTS 1 &2 P#9177 BYBAXTER&NYE Abutters DrivewayPROPOSED �rT�+ �r �+ PROPOSED TH 5 `~" SEPTIC SITE PASSED D \ D-Box TEST HOLES- 1 & 2 EL.22.5 TEST HOLE - 3 EL.22.3 .O LAYER . . O/A LAYER. .10YR.4/2 . . .. . . . . . '`PROPOSED PATIO . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEL. 21.71 rn . . . . . . . . . . . . . . 9 2" . . 22.3 8" . . . .. . , LOAMI'.SAND. . N F `PROPOSED �(; B�NA ' L" . . E LAYER.IOYR'S./2. . B LAYER.lOYR 5/6. . 21 / ;.� � p,QOL o ErRAYISHBRO.WN. . . . . . YELLOWISH BROWN. . . . Luciann Boyd Sullivan et of - SLAI-- LOAMY SAND . . . . . . LOAIv1Y SA1VD.o j ~ EL. 2h�9 - ~` 01 7 21.7 28 20.0 C/0 Luciann P. Thompson N 1 21.87 in 1 N I . . . . . .....8. LATER h0 'R. ./3..... ... ... . . . C LAYER 2.5Y 6/6 . . . '. . . . . . . . .. BRC�:WN. OLIVE YELLOW 32„ LQA1ti1Y'$A ID: : : : : : : : : : : . . 19.0 12011 MED SAND 12.3 PERC TEST NO GROUNDWATER ENCOUNTERED J ?O �` . ^ ` 25 GALLONS GONE<15 MIN, O O \ 1 0' ASSUMED 1"IN 2 MIN. OR LESS 12.5 NF C LAYER 10YR 716 Roger D. Hearn YELLOW PROPOSED COARSE SAND I SEPTIC p TANK \ NO GROUNDWATER ENCOUNTERED SEPTIC NOTES _ ROVCCLEANOUTS 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours I FOR ALL BLD'S Prior to Any Excavation For This Project the Contractor Shall Make TH 2 PROPOSED�``� .�� a TEST HOLE - 4 EL. TEST HOLE - S EL. 172 the Required Notification to Di Safe 1-888-344-7233 and contact �l 8 ( ) o I _ DWELLING 01A LAYER. .IOYR.4/2. . . . . . .O/A LAYER. .IOYR 412 Sullivan Engineering&Consulting Inc. (508-428-3344). - -- T-.O.F_. EL. 21.83 ... . . . . . . . . . . . . . . . . . . . . . . . . . . 2. The Contractor is Required to Secure Appropriate Permits From Town F.F. EL- 2.?1� :.'..DARK.GRAYISHBROWN... . .. . ....... ...DARK.GRAYISH.BROWN. .. .... . -- rn LOAMY:SAND'.'. . 16.7 ...--_.. ---... 9 21.4 6„ .`. . LOAMYSAND.'. . . . . . . . � Agencies For Construction Defined by This Plan. r �-- -�- .... B LAYER'.10YB.$/6.'. .......... . ................ .'.B LAYER.l0YR.5/6. .. ..... . ...... . 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall --- - .1 PPY Benchmark: YELLOWiSH.BROWN. . . . . . . . . . . . . . . . . . .YELLOW' Abk6l' '' " : Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to -- `� To o f CB dh fnd ' p � 30 - . . . . .�:�.LOAMYSAN:D. .'.'. �. . . . �. 19.6 30, .. .. . ..'. . . . . .LOAMY'SAND. :. . . . . . . . . . 14.7 Assure Watertightness. In General, Water Lines Shall be Constructed in D.=22.1 (NA VD 88) PERC TEST C LAYER 2.5Y 6/6 Coordination With COMM Water,and Shall be in Accordance 25 GALLONS GONE IN 7 MIN With 248 CAM 1.00- 7.00&310 CAR 15.00. - "- - - - - OLIVE YELLOW r-3�tbock �`' --_ PERC RATE<2 MIlV/1N TAR=0.74 132' MED SAND 6.2 4.A Minimum of 9"of Cover is Required for All Components. I 39" C LAYER 2.5Y 6/6 18.9 NO GROUNDWATER ENCOUNTERED 5.All Structures Buried Three Feet or More or Subject f -'" _ "-- TH 4 OLIVE YELLOW to Vehicular Traffic to be H-20 Loading.It is the Engineer's `Z� - "� 1-PROPOSED 1 12�-- \ 120' AMD SAND 12.1 Recommendation that H-20 be Used.Always I / 1007. TH 3 RESERVE- I \ \ NO GROUNDWATER ENCOUNTERED 6.Install Watertight Risers and Covers to Within 6"ofFinished'Grade I s X 72 Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. ?� All covers are to be maximum 18"for concrete or 24"Cast Iron. / Y IZO.UU23 7.Septic System to be Installed in Accordance With 310 CAM 15.00& it C8/d Finish Grade S74'� 25 W - 248 CAM 1.00- 7.00 Latest Revision and the Town ofBarnstable r -� - --2�,-� 3,. Max. Mum, 1 I ill iI Board ofHealtfiRe anions. dye of-Pavement �_ Regulations. io 9 . Mm Com ac ed.Fill 8.All Pipmg to be Sch.40 PVC. ,�' Fabric 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum ` - _ - --- And or Sump of 6'. ~--_,. ,� � l Pea Stone 10. The Separation Distance Between the Septic Tank Inlets and fin Q/'�I ,Q r-- - - H-20 J14P qP ePWa s h V I S A vile' I I u V � 3Doub - 1 1/2Outlets Shall be No Less than the Li uid D th.Inlet Tees Shall ExtendLEACHING Double Washed a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14" CHAMBER Stone Below the Flow Line,and Shall be Equipped With a Gas Baffie. (40 Wide) 4' - 10" � �'-- 12' - 10" ---� CROSS SECTION OF CHAMBER NOT TO SCALE DESIGN DATA F.F. El. 21.75 Single Family See Note 6 (typ.) -3 Bedroom @I10GPD F.G. EL. 21 - *Final Foundation Grading To Be F.G. EL. 19 No Garbage Grinder Coordinated With Landscape Plan Total Daily Flow=330 GPD Use a 1500 Gal Septic Tank FI o w Equil izers LEACMNGAREA EL. 17.50 As Required 330 GPD/0.74(LTAR)=446 SF Required Installer To ni Sidewall=2(10'+29.5)2'=158 SF Con firm Prior EL. 17.00 H-20 Bottom Area=(lo'x 29.59=295 SF To Any Work 1500 Gallon EL. 17.25 Top EL. 17.25 Total Provided=453 SF(335 GPD) Sep tic Tank 16. H-20 (See Note 5) D-Box EL. 16.68 LEACHING CHAMBER DESIGN 16.25 H-20 All Pipes to be Schedule 40. Use Leaching TO Be Installed On 3-500 Gal.Leaching Chambers in a Chamber Stable Compacted _ 10'x 29.5'Double Washed pacted ase Bot. EL. 14.25 Bedding, „Ts .. ........ ........... . . .. ......... .. Stone Field as Shown. .. ..... ,.... ....... Inspection Port, 1. ...Eric.aunaered:..RemoYe:::Bc R,""I, & Baffels All. Unstiaable. So.iJs::.Wr.thn.:5' of....: as Per Title 5 The :Outer Perirrieter •of: The.:Systerri.: co N CABANAI GARAGE No ro No Groundwater DEVELOPED PROFILE Per Test Hole 5 OF S YS TEM EL. 2 Groundwater NOT TO SCALE Per T.O.B. Standard DESIGN DATA F.F. El. 22.20 Single Family See Note 6 (typ.) 5Bedroom @ 110GPD F.G. EL. 21.80* - *Final Foundation Grading To Be F.G. EL. 20 No Garbage Grinder Coordinated With Landscape Plan Total Daily Flow=550 GPD Use a 1500 Gal Septic Tank FI o w Eq u it izers LEACHING AREA EL. 18.50 As Required W ni �._ 550 GPD/0.74(LTAR)=743.2 SF Required Installer ToCon firm Prior EL. 18.00 H-20 Sidewall=2(12.83'+42')2'=219.3 SF 1500 Gallon Bottom Area=(12.83'x 429=538.9 SF To Any Work EL. 17. 75 Tog EL. 17.50 Total Provided=758.2SF(561.1 GPD) Septic Tank 17.00 H-20 �-, (See Note 5) D-Box EL. 16.84 LEACHING CHAMBER DESIGN 16.50 H-2o All Pipes to be Schedule 40. Use Leaching To Be Installed On 4-500 Gal.Leaching Chambers in a Chamber table Compacted Base 12.83'x42'Double Washed P _ Bot. EL. 14.50 Stone Field as Shown. Bedding, "T"S, Inspection Port, if Enc.czunerecf::Rerrmowe:::&: Replace:: ... ... .. , & Baffels Alt..Vnsui'table ::Soil* :Within :5. of n -1N0FM4, �c as Per Title 5 the Ou:ter :Perimeter::of:.. he Sysaerri CO .. .. .................................. N c48168 DWELLING No Groundwater DEVELOPED PROFILEPer Test Hole 5 S���� :� OF SYSTEM �I LL��` � EL. 2 Groundwater NOT TO SCALE Per T.O.B. Standard Mirror Garage 103105120211 REV.: Update Building Footprints 101114120211 TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Improvements Engineering & Ba y side Building, Inc. 1) The property line information shown was compiled from = available record information. r� AtUIva • 3 Bayberry Square 2) The topographic information was obtained from an on � Consulting 11ac.� Centerville MA 02632 the ground survey with RTK GPS performed on June 23, 176 Washington Avenue 50s 42s-3344•P.O. Box 659 .711 Main Street Osterville MA 02 ' 2020. Barnstable (Osterville) Mass. datum. datum used is NA VD '88, a fixed mean sea level 655 seci@sullivanengin.com•www.sullivanengin.com � Draft: ASL Field: CTR/JOD 20 0 10 20 40 80 10 0 5 10 20 40 DATE: SCALE: Review: JOD/CTR Comp./Review: CTR/JOD July 7, 2020 As Noted Project: Docey Project#• 1998101