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HomeMy WebLinkAbout0020 WEST BAY TERRACE - Health 20 West Bay Terrace } Osterville U A = 071 012 - - >� e t� t .� i TOWN OF BARNSTABLE 1AIATION�Q fit/ 7_017 SEWAGE #,7-Ody'®8,J V LLAGE 0S(er-Alt ASSESSOR'S MAP & LOT 0 7 '®12 INSTALLER'S NAME&PHONE NO. sUr- L(33 S3a- / SEPTIC TANK CAPACIT .lY OO - 0� (✓'� 2. -LEACHING FACILITY: (type) -7 -� ��/ ��f} (size) " NO.OF BEDROOMS C;� 'BUILDER OR QWNER N ..Sh'I.A ; PERMITDATE: !&"a COMPLIANCE DATE: Q� /S�'0� Separation Distance Between.the:. Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site of 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' S r 3.a Town of Barnstable Regulatory Services Thomas F. Geiler,Director 11AA ABM MASS. g Public Health Division" Thomas McKean,Director , 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: o 0 Designer: �����V�, �in�e�inS �, Installer: Bruoe. /hgcrAM5Vcr Address: 7 _ackler t mck Address: 37?a','A sy. OAeC,Jo�\c MA, o z(0ss 04-erv;Ap , MA On 4 Z vL ?�-('u(e 4ta\16�te- was issued a permit to install a ' wool{- 0e3 (date) (installer) septic system at ZO We5Vhy\err�c e, C�s�ei ���anrs based on a design drawn by (d ess) ' rkn dated ZTZy'1g -9ev. 314 f try . design r 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. ('fh�s cec°�i�ys to�pl��tr,c.2 wa TMe V QV\ (T��S does d�ic� c2i�,�� cuMP�isn� ui�h P1�rhb;n5�c Eletlrc�c�.� (cwleS,o c'�ryatiher- ceSo��\,�r,s� 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. �0F4 PETER � SULLIVAt', (Installer's Signature) W. 9733 ONAL C� (Designer's Signature) (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 BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/SepticMesigner Certification Form No. 'i F-oe'3 Fee 100kes ($EE ALSO p �200t-(oIS� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 3pprication for nigpogal bpgtem Congtructiou Permit Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) El Complete System D'I idividual Components Location Address or Lot No.'20 WP_m�- ea7'T-C cm(7ej Owner's Name,Address and Tel.No. 3ohr1{-l yA;a, S MA�r\ Assessor's Map/Parcel Zo Wesir$ecy Ttrr4ce 0-71 -0[Z. L7 r Karbar5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel..No. Sv11�Vnr� EnSinttC�� v o o - Type of Building: Dwelling No.of Bedrooms 2 Lot Size 0.73 AraEssq=fi. Garbage Grinder(No) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 220 gallons. Plan Date Z/Z4t04 Number of sheets Z Revision Date Title SITE PLAU -#f%00o5E'4*-j- TAPRoVEMCtjTn Size of Septic Tank (S a0 &AL. Type of S.A.S. (Exi�, -V#1: Z001-m S� ,, y,St)o cfl 4.,Mc bars ;n Description of Soil: O-4 0 Lcq_er LoAm t0raet^4.s . A Lft:L,- 10NIX(gh PAC SkmAl. L 3 lr-' t AND m--(.0" 02 SUt, loy� (e.19 Pirie � (o0-7'3'' (3 Lfter 1014 S/y QyNel Scn _ 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 a and not to place the system in operation until a Certifi- cate of Compliance has been issu by this Board o Health. Sig '7 Date :2 /0 1/ Application Approved b Date o Application Disapproved for the following reasons Permit No. Q_oo ,) Date Issued No. Fee (SEE AI i "L6oG t tS - THE.COMMONWEALTH OF MASSACHI SETT Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF B'ARN�S�TABLEx MASSACHUSETTS _ ": es 3pplication for1�igpo5ar,*p5ten� or�gtruction ermit Application for a Permit to Construct(•-I Repair( )Upgrade( )Abandon( ) O Complete System 0I dividual Components Location Address or Lot No. 20 VJe�'t l� y -(e i: c4P Owner's Name,Address and Tel.No. 01-- e r HgAX,__s hn LyX,cq S rnyr� Assessor's Map/Parcel Z a W t sX 'B" Te rr�,( C 011 - o!?_ 0,44rr c 4,)gr Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -1lwrin C:n�ineer',: .o. Lox (Dsl Type of Building: Dwelling No.of Bedrooms Lot Size 0.73 /AtRessq;=ft. Garbage Grinder(No) t Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures � f i Design Flow 3 30 I/adllons per day. Calculated daily flow 2 Z 0 gallons. Plan Date Z/24104 ; Via=(. to,Number of sheets Z Revision Date Title .`a 1T r:V.V 41 ?a R 1 ' Size cf Septic Tank 15 00 SAL. Type of S.A.S. (E&A-%LA-_P f$ ZO01-61 S� Description of Soil; v- _e /0 L nv-P r L( ona �!-ZI !� (� ,er IU4 (o/ n1.e�S`T" lt ,•✓?lla��1 \ 1l1a_E ilq fiNE �,A+.,0 :I-GO f!2 l„v e- nlr �lX Cir,� Sr„,rf (rG 3' Iovh S/u C e S"-\ Nature of Repairs or Alterations(Answer when applicable) s. Date last inspected: _ I 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 5lof 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-. �/ �G!,1�� ` Date Application Approved by V �' fj Date Application Disapproved for the following reasons Permit No. :a.oc,-j ---0 Date Issued 7 `f --------------------------------------- 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 70 We—,V. Via., IPrrc,r e has been constructed/in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o r - t 3Cr dated '�/ /J L Installer Designer . f / The issuance of this permit shall not be construed as a guarantee that the 1yste wil function)as designed. Date I ., ! Sr-U`'� Inspector A? 2- --------------------------------------- No. a Fee /o C, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS ZiOpog;al *pgtem Con0truction Permit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System located at ZQ WfsV lk ruo-e 0 apr Nj a hors 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:Cons ctio must be completed within three years of the date of tlu ermi. Date: D Lt Approvedi b_y_ 4 . TOWN OF BARNSTABLE LOCATION o20 197 7e -ce SEWAGE #���{'083 VILLAGE 06(er-y t ASSESSOR'S MAP & LOT 7 '®I a INSTALLER'S NAME&PHONE N0.�• z�cf' �-( -Ss3 SEPTIC TANK CAPACITY_ --_ / o� c LEACHING FACILITY: (type) `�'— �$� �'�i}� (size NO.OF BEDROOMS_ t BUILDER OR QWh1ER !Zw _rYl A_ PERMITDATE: Q " O COMPLIANCE DATE: CCI, Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet- Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by wL a. IL R Town of Barnstable Regulatory Services sAR STABLE. 9 MASS. Thomas F. Geiler,Director �ATEDMpla�0 Public Health Division Thomas McKean,Director 367 Main Street, Hyannis, MA 02601 Office: 568-862-4644 Fax: 508-790-6304 January 7, 2002 Mr. Phillip Pattberg TR. 20 West Bay Terrace Osterville, MA 02635 NOTICE TO ABATE VIOLATIONS OF 310 CMR: .15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, AND 105 CMR 410.00 STATE SANITARY CODE U - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. The property owned by you located at 20`WestyBay Terrace-OstervilIle�was inspected on . July 10, 2001 by Dale Saad, Ph.D. Coastal Health Resource Coordinator for the Town of Barnstable, because of a complaint. A disposal works construction permit was obtained on September 12, 2001; however the system has not been repaired or,replaced as of this date. The following violation of 310 CMR 15.00, the State Environmental Code, Minimum. Requirements for the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for Human Habitation was observed: REGULATION 310 CMR 15.02 (207)AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. (2) The septic system shall be repaired within twenty-one (21) days of the date of this letter. This means,the septic shall be repaired/replaced on or before January 29, 2002. You may request a hearing before.the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. V*EHE BOARD OF HEALTH T omas Director of Public Health Q:HEALTH/WP/Pattberg2.doc Saad, Dale From: McKean, Thomas Sent: Wednesday, January 30, 2002 3:57 PM To: Saad, Dale Subject: 20 West Bay terrace I received a call from the engineer, Peter Sullivan today. They will be working diligently to install the replacement septic system soon. 1 TOWN OF BARNSTABLE �L LOCATION SEWAGE # f-ILLAGE ZO�51E' ASSESSOR'S MA.,P�.& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /S" ll GfC1°0 LEACHING FACILITY: (type) (size) ei NO. OF BEDROOMS' BUILDER OR OWNER S�/�9ifdl PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or withn'200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �a;��y �d"'n�► ' • . ��,� Q ��h "� . �. . �� �c o-o� �� ���� , . 6 ' 1 I JJ f �� �`'a �. r �-� ��r �: i << t_ � �' � � ld C..✓ . ���I-�� ��*�C. - _. _�� �r t_ .._.._ No. �® � # Fee •Q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[pplication for 30iop0$al *p$tem Comaruction Permit Application for a Permit to Construct( . ) epair )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. N/ec f- Owner's Name,Address and Tel.No. T/LS psfer'v)'lln m P ' ) 51: Assessor's Map/Parcel �.n,/ 0 SW S I met adf, C R} Y00 V{ Installer's Name,Address,an Tel.No. Designer's Name,Address and Tel.No. S� 3Vy 6 Via Ir Su ili va-h 5 n � neo-,-1'-1zj. ZhG. ,3 ,sc- (� po 9O" ls9 `9'?Pa.,�tcr/z�C. C6 �,.i. '� — Z� osf Gi^v�l� 14 �7a lP✓'`J Type of Buildmg: Dwelling No.of Bedrooms Lot Size • �-� Res t. Garbage Grinder( A�O Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow 330 gallons per day. Calculated daily flow 3-3 1 gallons. Plan Date S e/ r 6-, 3 00/Numb e of sheets / Revision Date /V A Title Gi C rt)JO0 � hC S*-/yi f r Size of Septic Tank 15 O as Type of S.A.S. LeAMfn iJt Description of Soil: Lit 120/r ?/:WG/ Glee b a rr�-hu/ter "lot 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 s Board f _ _®� Signed Date Application Approved b _ izz, Date Application Disapproved for the following reasons Permit No. �� " Date Issued e Q —� — ---------------------------------- Fee - Q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:.� Yes a iPUBLIC HEALTH'DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication .for Ziopogaf *p5tem Con!trudion Permit - 'Application for a Permit to'CorfAnict( )' epair )Upgrade( )Abandon( ) El Complete System El Individual Components Location Addre3s or,Lot No. `t\l a f To r fq(�, Owner's Name,Address and Tel.No. j �Q � T/zS Assessor'sMaplParcel QSt v O/ �/0 / q-er7K� � t uS 1�a x e%r, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. , g l�n+ Sit"'/ �/ !n0 (�Oa !n✓r/ �f 0 r/L�r T y a a ►.1� 77 t - /l er v)'Nr rn Type of Building: r� Dwelling No.of Bedrooms Lot Size . / 'L' q Garbage Grinder( NO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtuies Design Flow 3 3 gallons per day. Calculated daily flow 3-31 gallons. Plan Date Th)/;Et'' .5, 9 00/Numbe of sheets Revision Date /V 14 Title 64e P,/4-h PrOPOJ-04 Size of Septic Tank _ /500 GIQ,/�LTYi Type of S.A.S. f A(., ) P Clef. Description of Soil: 7`e0- hale, Fbelo C/1 ll'/7a.Xer /)/� y Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: I ` 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- cat'of Compliance has been issued by s Board .f l ^ Signed i � Date Application Approved b Date F- ' Application Disapproved for the following reasons Permit No. I" �� Date Issued _ __________ THE COMMONWEALTH OF MASSACHUSETTS s BARNSTABLE, MASSACHUSETTS Certificate of (tompliance '4 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) epaired )Upgraded( ) Abandoned( )by .w at �1?10 WV PSG' > isp -fer y / Je_ has been constructed in accordance with the provisi of Title 5 and thg for Disposal System Construction Permit NL7�6- l� "dated . Installer q\e key C'pvox_ Designer The issuance of this ermit shall not be construed as a guarantee that the s s em wil function asidesigned. Date - �`U� g Inspector y�n�. � '?LY'iGi�,+�.ar•«m.»+ra.....:•: ,r _�_ _ - No. s �t�!�" �,./l.!_�/r„� ——• -----— ,. v————————---—— ----Fee .r`,rq`. THE COMMONWEALTH OF MASSACHUSETTS t PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Zigoal *pztem Construction Permit Permission is hereby granted to Construct( ) ep ill)Upgrade( )Abandon( ) System located at c�O �PS� � 7"E/`r'a Gr? c G ("0 Al S'0`~ 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 Ymit. Date: ! "°'" r © Approved b �� � ��? TOWN OF BARNSTABLE �L LOCATION & ��y T�r ` SEWAGE #S �4'�`��/ �s/� ASSESSOR��/� 'S MAP & LOT VILLAGE INSTALLER'S NAME PHONE NO. ieY ME lD�5 SEPTIC TANK CAPACITY LEACHING FACILITY: ,(type) (size) v NO. OF BEDROOMS---? BUILDER OR OWNER PERMIT DATE:��� COMPLIANCE DATE: -3--;z=�.. Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply,Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) exist Edge of Wetland and Leaching Facility (If any Feet within 300 feet of leaching facility) Furnished by s- Town of Barnstable apIME ro Regulatory Services P� ~� Thomas F. Geiler,Director` ^B = Public Health Division 1639. a`0 Thomas McKean,Director FD MAt 367 Main Street, Hyannis,'MA 02601 Office: 508-862-4644 j. Fax: 508-790-6304 Philip Pattberg:TR. July 16, 2001 20 West Bay Terrace Osterville, MA 02635. NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, AND 105 CMR 410.00 STATE SANITARY CODE II - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. The property owned by you located at 20 West Bay Terrace (Map 71-12) was inspected on July 10, 2001 by Dale Saad, Ph.D. Coastal Health Resource Coordinator for the Town of Barnstable, because of a sanitary survey. The following violation of.310 CMR 15.00, the State Environmental Code,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for.Human Habitation was observed: REGULATION 310 CMR 15.02 (207)-AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health.hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four (24) hours of receipt of this letter. 2) You are.also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in'order to repair this system or connect to town sewer. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's-failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH ( l � Thomas A. McKean Director of Public Health Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E . Mass. Registration No. 29733 428-3344 fax 428-3115 e-mail,PSull P E @aol.com March 27, w1998 Jerry Dunning Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: Jack Smith 20 West Bay Terrace, Oyster Harbors Dear Mr. Dunning, At the request of the contractor, I have provided construction inspection and supervision during the installation of the septic system at 20 West Bay Terrace. For the record, I verified ground water elevation, removal of any unsuitable material, and verified all required setback distances. In summary, the system was installed in accordance with all applicable regulations and the plan of record. I trust that this meets your present needs. If you have any questions please feel free to contact me. Very truly yours, NOF O SULL VAN NO 29T33 Peter Sullivan PE CIV�I Sullivan Engineering Inc. sa� � ONAL cc: Rogers &Marney Inc. Francisco Tavares Inc. Members of - American Society of Civil Engineers, Boston Society of Civil Engineers 0060yv , �P� S CAY`v Z� t OS-"; Mol iv ip ,i � •�,,.�j a `� ._j_�•1,� , ,'r•. �`D�.� •: J .� ` !, .'•mot. t7�`���••• ��� ;� ` , �- WW a kit t♦I ��a r in Septic Notes ' Design Data Test Hole For Float art 14•'. rcme Aba m°r . _ .1 1 tam b- . 1. Water Supply For This Lot is Municipal Water. Designed for 3 Bedrooms 08/29/01A °u d°° T Box 2.Location of Utilities Shown on This Plan Are Approx. Minimum Design Lawn EL. 8.3 Pam Pawar&Float cantrol At Least 72 Hours Prior to Any Excavation For This Daily Flow=110 x 3=330 GPD O Layer mtn F &�a<° Project the Contractor Shall Make the Required-_ _ _ qua Septic Tank " 4 _Loam/,,Organic_ __. EL 8 0 Bldg. tr Elea. Coda, Notification to Dig Safe(1-898-344-7233) Septic Tank: 330 GPD x 200 %=660 GPD A Layer 10YR 6/1 3.Install Risers to Within 12"of Finished Grade, Use Existing 1500 Gallon H-20 Septic Tank Gray; '-` Tiank. Sch. 40 PVC Exept Over Pump Where Risers&Cover (Tank Must Be Relocated) 21" Fine'Skid - EL.6.6 «a er a Are to be Brought to Finished Grade. Leaching Area B1 Layer.7 5YR-3/4 4.All Structures Buried Four Feet or More or Subject Dark.Bri�wii 11 to Vehicular Traffic to be H-20 Loading. 330 GPD/2(81 =8") SF Required 31 a Fine&nd EL. 5.7 Pump Chamber Plan view Detail 5. Septic System to be Installed in Accordance With Sidewall=2(8'+3g"�=184 SF B2 Layer 1CYR 6/8 310 CMR 15.00 Latest Revision and the Town of Bottom Area=8'X 38'=304 SF Brownish Yellow Not t0 Scale Barnstable Board of Health Regulations. Leaching Chamber Design 6011 Fine Send- EL. 3.3a Min. 6.All Piping to be Sch.40 PVC. All Pipes to be Schedule 40.Use Existing B3 Layer 10YR 5/4 1From Ssptic Tank corer 7.The Contractor is Required to Secure Appropriate 4'-500 Gal.Leaching Chambers m a Yellowish Brown Permits From Town Agencies For Construction 8'X 38'Double Washed Stone Field as Shown 73" Fine Sond EL.2.2 Defied by This Plan. GroundwaterEkountere_d Conduitoaan'�eFor 8.The Contractor is Required to Assure the Quality °y Emergency St Far Dram {{ ro D—Box of the Waterproofing on the Septic Tank&Pump 1, Mums ouz W.. min. 2 mercury Float Corer Chamber.Additional Coatings May be Required. . '` - Proposed Float � ea— aq �. Elewtbna Requbed 9.The Contractor is Required to Verify the Invert i To Be Reset m On133 Cal. Elevations Prior to Setting the Septic Tank& Pam a Of/EL a • _ ". � • - Secure PI s.at T tr 2'e Soh 40 PVC 2 Chamber,and to No • the Engineer of om o am w e Pump ° P �' Engm An Inconsistences.y S„ttam d. 219 10.The Contractor is Required to Schedule an Inspection q by the Engineer,as Required by the Board of Health, e- at Least 24 Hours Prior to Said Inspection. ; Stana min. Pump Chamber Section Detail Not to Scale 0 t: 20 - - Nag tr Cover To Crada J FGEL9 _ - e Note 4 ftrv.) n nn EL d0 I ¢ Existing EL 11.6 D—Box Relocated Relocated Existing Existng 1500 Gallon Exmtng 1000 Gallon I' Flaw E Hkers `^ ""�' Leaching Chambers' Septic Tank Pump Chamber s equ e 10` H-20 H-20 min. Woterproofed/sealed Wotarproofed/SealaE _. ,1• ttf:"y w/Two (2) Coate of Approved Sealant w/Two(2) Coats of Approved Sealant •t. , FETE .. = as er a .. EL 2.Oa a97X, 'y AIL r Developed Profile of Proppsed Septic-System ^ t w Groundwotar o EL. 2.2 U Not to Scale CD Title: Pre ared B Prepare N Site Plan p r - ( d Far: Da tel 03/04/04 ry Proposed Improvements Sullivan Engineering, Inc. 1 apeS S . At PO Box,,659 7 Parker Road John F. & Lydia G. Smith $CGiI2i AS Noted t� Osterville, MA' -02655 Osterville MA` 02655 30 West Bay Terrace, 20 West Bay Terrace Oyster Harbors, MA: 02655 0 Barnstable, (0)ster Harbors)MOSS. (508)428-3344(508)428-3115 fax (508)420-3994 (508)420-3995 fax Project M, 97020 PSOPECaoLcorri copesurv4kgpecod.net N ., � Septic Notes • I3esignbata Test Hole` ar Float Support 24•, name Above Locate nctk;n Box 1. Water Supply For This Lot is IvYunicipal Water. Designed for 3 Bedrooms '• 08J28/01' Cutaide of Tank , To 0—flaw2.Location of Utilities Shown on This Plan A Approx. Minimum Design Lawn EL. 8.3 Pure P Am ower&Float'astral At Least 72 Hours Prior to Any Excavation For This Daily Flow=110 x 3=330 GPD 0_Layer' 'mtt°�Federal, State are n Loam%OI' aniC EL.;8:0 Elam Cadea W - Project the Contractor.Shall Make the Required ; Septic•Tank- - - Notification to Dig Safe(1-888-344-7233) Septic Tank: 330 GPD x 200%=660 GPD A Layer lOYR 6/1 3.Install Risers to Within 12"of Finished Grade, Use Existing 1500 Gallon H-20 Septic Tank Gray, " .w sch Exept Over Pump Where Risers&Cover " z T 40 PVC, 21 Fine S tnd' EL:6:6 , P z a. (Tank Must Be Relocated) a Are to be Brought to Finished Grade.:: " , , B1 Layer 7.5YR 3/4 11 Leaching Area` 11 a, 4.All Structures Buried Four Feet or More or Subject Dark Brown • /0.74= to Vehicular Traffic to be H-20 Loading. , .330 GPD 446 SF RegLued 3111 Fine'Sand EL.5.7 Pump Chamber Plan View-Detaii Sidewall 2(8'+38")2=184 SR ; 5.,Septic system to be Installed in Accordance With B2 Layer 10YR 6/8 Area-. Bottom A ..8 X 38 =304 SF Not to Scale 310 CMR 15:00 Latest Revision and the Town of Brownish Yellow Barnstable Board of Health Regulations: Leaching Chamber Design 60'! Fine Sand EL. 3.3 „ Use Exis` a B3 Layer 1OYR'S/4. lnishad From Septic,Tank Grade I caVer_ 6.All Piping to be Sch.40 PVC. All Pipes to be Schedule 40 tang. y 7..The Contractor is Required to Secure Appropriate 4-500 Gal.Leaching Chambers in a Yellowish Brown- _ Permits From Town Agencies For Construction 8 X 38 Double Washed Stone Field as Shown:` 73 Fine:Siirid EL.2.2 A, _ -, ., . _ Conduit Thru amber For :._.e Defined by This Plan. - •.., - Groundwater Encountered o, orw oa ea F orDram .. ,... .d:_ ,, .,. _: {� - - Box is Required to Assure the h 8.The Contractor q Qom. tY , ,ri cover' .. . - :� Em a St r of the Waterproofing on the Septic Tank&Pump; - rP eP P _' <>, m , rapoeed FloatSwitches_FloatReq ., ti Chamber.Additional Coatings May be Required.. , •.. ,,..' _...' '.',.' _ i •° Elevellone.Required • 9. e Contractor is Required to V the Invert . To Bs Resat m On Ef. 3 7 q i, Pam a orf 0. 3. a a. . < Elevations Prior to Setting the Septic Tank& -, � : : � ' : 2 C � Secure P e at TChamber and to No the E eer of. Pump �' � ,An Inconsisterices.Y � Inspection . 10.The Contractor is Required to Schedule an p < b the Board of Heal by the Engineer,as Required y th,.,.' to Said ction, s:an.win. at Least 24 Hours Prior Inspe • , , Pump,Chamber Section Detail Y k .. I v , » • n e' , " Not to Scale �, " ,•.. ' n : P • , 9 , N , r , , v M 20' < F.C. c , ,. < • , Risers k Cover , t 0.. 13.2 r „ To Grade - , EL 9 x d , , , 15,' EL.11.0 A . F1 Existing 0—Box e• Existing Relocated:: Relocated .�., ,.., � x, ,a.,,,'- -, , .. -. n 0002, Lecching Chambero - Exlstng 1500 Gallon ,.. Exlstng 1 Gallon-. _ r Flaw E A11zen , - „ _ Septic TankPump Chamber ' e aquxe s rn / �* /tkn; _ Wota roofed ed_: W°tsrprodfed/Sealed t"' pD o a Two 2 Coats of Approved Sealant w Two 2 'Coate of Approved so {` z SULL111A , Q • NO.29731'� EL ZO5 . /��g�`yVy a #c em ' r ed s tic S st , z Developed Profilerof P op�os ep y _ Groundwater®EL 1.2 • a Not to Scale. - Title: Prepared 8". epa � Site Plan p r e Da ten 03104104 0 Ca Sure Pr red For: Proposed Improvements . SllIllVan Engineering, Inc:`' rker,R f' John F. & Lydia G. Smith At PO Box 659' 7 Pa ood Sea(ei As Noted ry Ostervilie,','MA '02655 Ostecviiie MA 02655 30 West Bay ,Terrace �'` . 2� West Bay Terrace Oyster Harbors, MA. 02655 0 Barnstable, (Oyster Harbors)Mass. (508)428-3344"(508)428-3115 fax (5a8)42o=3994 (568)4Z0-3995 fax Project #1 9,7020 ' N `PSOPE®ooUom` capesurvOcapecodnet w .,� . - ...... ......�. . ....r...- .,+....T-n ....- ---' ....,+•-....-+••��.-�_ .+•,.,.... r � y .�.._..� -+..r• _-._-.--�-_ � -.,,.-.- ^i+ L P�ff�;> .......-ram---.._-__ - ---+-_,•-.-r..r . ...� �......--. .r.---- .-. ......_ + ..,.+r• -,...--_..�..-...... .r.. .- -..+- _.-.}.�...._....,.,_ -. +..-. _ ...-.. - k 47 i w • r , GOO INGL OEC-' �` 2, 000 SAY U r v A - . c e „ Nic.,holaeff Architect lnc. ` T i� Pr Name:Project ame:C �h tSqV05 E � Description: Rs L� 49 Scale: Date: S/y d 3, 024© 3 ^r .s,i+..,.. .. .,.- ,. ^ .. .:.. .... '. ., .i,.. ... .... - '•a'4-. ""•'.'F'r:+:,��'?TNff" ,. 4r X'�R.*?.Li._...'�'aiie`k:s' r n..r.: . ,,.�, c•.., .... »•.� .- ., .. " ',. ..� i :. ,.v � ,:__ .,: .. r .. _ ,.�._:�c ,. � ... .,:r•� .'c» :�•. �,"'�.' `�.-srw,-ac,.��ine&+:.:;a zv'�•"`�..�,:sa�,�.'...� r'�?*-r - :.. s+; '-+4,• '� 7r w q a z Y �n. . '2 ak' �r c"r a 4 a�IE , ` - - %, , 61%.'GAa4 6 Al - A i �; /• - ' • �d WE,2� GE v Y, y - ,< ro 1 Dr o ev e Ni cttotaef#A►t��tutett.u1Q. • P r0� lect Name.vm, �i �desT 14.0ase x y,3' Description: 4,,)epe, 4-evKik e'� r Date: CB/dnmoo _ fnd — — ASSESSORS REF.: r--P - ` \ Map 71, Parcels 11-11, 12 & 13 LL" -� • _ - d SM9 � 11 — o Legend: �Sml' 1 _ --� Edge of— _ \ s sn \ Sal t Marsh \ OVERLAY DISTRICT:,\ra \ \ \ _ °. 0 AP - Aquifer Protection District r N �1 i i,11, / --:4 _ Guy �e h \ .� \\ \ \ As Shown on Plan Entitled " �Z o ° N - W O Utility Pole �� �o'1ti `1la \� .. •t� LO US' - o h :% - _ \ \ Revised Groundwater Protection o Light J �1L \\ \ o o . f. Light Post Gec�. % �\SM, \ ` \ \ \ �Os Overlay Districts" - April, 1993 .6 O Water Gate (round) cB/dh� Marsh i / fnd \ e * Shrub / \ Edge of\� I / \ �I' ° 6 Q Edge of Salt Marsh slit _ .J' tq —onw— `l \ M6 Sa1L Marsh \ \ / \' ° ° \ o o . 2 L as Flagged by ENSR / ; �\ _�� FLOOD ZONE " ' 2 , �sM11s Wetland Resource Flag �' • V17 AUG/2003 Zone A14 e1.12 & V17 e1.14 t' � 3 p pc (EL 14) ( ) ( ) NNp d Deciduous Tree 1/ Ai4 —FEMA 011@ - -- _ d \ j - I Community Panel No. ;, ,M� �, . _ F.' y (EL 12) sM14 \ \ #250001 0018 D \ '\ \ w� \JLL July 2, 1992 t s'..:. T• Coniferous Tree '.� \ \ \ °k \ Lown \ c;,,e \ Also See LOMR Fa9P \\_ ` — — _ 1 � \ Dated May 17, 1996. LOCATION MAP: SM1s / / Sxs as�o"�•' s Scale: 1" 2000'f 1 I : 17 • .E / \ "- - - - - - ZONE: ; Coastal Bank / / � �'� _ \ \ \ ` \ , - - - - - - - \ \. Area (min.) 43,560 SF \ \ \ by State Definition / SM18 - 87,120 SF (RPOD) ` \ \ Frontage min 20' \ Width (min) 125' \ \ \\ \ Setbacks: sMz� sXs d / _ sX�. \ \ sM1\\ \ \ ` o) �Q \ \, Front 30' // \ - - - �7_ \ - _ e \ \ \� - � \` �� Side 15' /I I S w� 5 0Q,tO�OJ.�1 \ l �x5' a \ \ \ \ AL N \� Rear 15' AL Lawn ne [)rive \ \ SM100 fi Sto EXISTING SEPTIC TANK (//r 1 & PUMP CHAMBER \\ \ \ \\ \ \ _ (PAY RELOCATED 15) I II ` 1 ��For — — — — — � \ \ •.'' TO BE RELOCATED \`moo SedRefledto i /� \ \ CJV Edge of Salt Marsh \ \ \ as Flagged by ENSR \ \ coastal Bank ��1, '/ December 2003 \ \\' by Town Definition ' \ sM1o2 I 1 I— _13— — Benchmark: �` _ \ \ �'�P / �� A \\` \ ^ \ // / /' I \`\ o \ \\ \ \ \ \ \ \ Top of CB/DH fnd - — , / `\\ J \ / / ✓ I t N \ \ 1 \ \ �\ }°ROPOSED LOCATION OF r �O� \ IEI.=11.94' NGVD '29 ' 1�" ~ / 70 , N_ i \ PUMP L CHAMBER,& SETWER LINE -------- 0 I 0 \ 1 - r e \ 38'\ i / (SEE SHEET 2 OF 2 FOR'DETAILS) ---f Ed /oVe/ 11\ \`1 / I o * \ \-13 \ \ \\'\ ' \ ' AL 1\\\ a\j �_�_ \ � \ � I 2 tart/ � \ \ \ \\ \ \ SM103 _ / -s, /. - - .. _ .. 1 hw 0 \ / m, ood,..F Wined _ Dwelling w _ Lawn / !?( \ I 0 AL 61 _ o / / / \ \ \.��.,\�\�\ I ``�` ;.. '.::� •, �2r ;4'-,`•'•�r','!S'ijC,. ' \ / I /' .. �.eG /,' r _ V I 1 I \ j / / i co �?p0'0 .�, •� \J/ ,' / 7.s p /' \ \,' .S \\ I I I I I I SM104 / 1/ .` Pat \ / * / I FLOOD LINES DIGITIZED FROM \ r I s\ \ \ \ \\ \ \�`. G �/ \ / / tone P / / I I I / GIS MAP #71 & FIRM COMMUNJTY J 11 I \ ♦ OL Elec. / l PANEL No. 250001 0018D ff ohw � Meter /' \ / :\ Generotor',/ ,, \/ l l l REVISED TO REFLECT LOMR \ \ \ \ o0 DA TED MAY 17 1996 - \ Patio Qo°\ / / / / / /� ROADWAYS, WATERLINES AND FLOOD LINES DIGITIZED FROM \ \ "� ,' * * Stone, \ / l / l/ EXISTING BUILDING LOCATION GIS MAP #71 & FIRM COMMUNITY \• �� /' Sto \ , ��A / USED AS ORIENTATION. PANEL No. 250001 0018D REVISED TO REFLECT LOMR \ \ \ \`\ u'� / / // / / IO5 ''1 DATED MAY 17, 1996 — ROADWAYS, WATERLINES AND -10 EXISTING BUILDING LOCATION USED AS ORIENTATION. \\ \\ \ \ `\ \ Q\o�tio AL AL <5 // •_SIy1J.l t \ \\ 1 \ I / it i 1 / I ( M11a . 116t'record \ \ O 1 / I / ( \ N86 3�08 E sM110 \ i' dL � sM1o�. -• sM1os � N � ��� YdiL 'L o 01 0 'I'I rr AL SM115yi ` I _ — 244.44' Note: Line Shown Represents Perimeter Of Foundation. I Footing Extends l'-2"f Beyond Perimeter. F Stone Veneer Extends 8"f Beyond Perimeter. I I i \ \\ \ S86 32 NW F A Harrington Realty Trust it First Floor Walls Extend 2"f Beyond Perimeter. AL Cert.124109 i Plan Notes: Survey Notes: PREPARED FOR: PREPARED BY. Title: i � 1) The intent of this plan is for the permitting 1.) The property Hine information shown was Site Phan ? lt PIE EP \ of the proposed guest house, and the proposed compiled from ©vo/loble record information. John F. &' Lydia G. Smith Sullivan Engineering Inc. CapeSurvProposed Improvementsrelocation of the existing septic tank and pump .30 west Boy TerrQCe PO Box 659 7 Parker Road chamber at 20 West Bay- Terrace ONLY. 2.) The topographiic information was obtained Osterville, MA 02655 Osterville MA 02655 At g y p Oyster Harbors MA 02655 - ' from an on the round survey performed on 2 This Ian IS ONL ; Valid Wlth on final Stain s and or between 22 �JULY 03 and 10 DEC 03. (508)428-3344 (508)428-3115 fax (508) 420 3994 (508) 420-3995 fax ) p 9 p PSuIIPE�a\ool,com copesurv®capecod.net 0West Bay Terrace o .signatures, 3.) The datum used is NGVD '29, a fixed mean Bamstabley (Oyster Harbors) Mass. 3) For the proposed driveway, landscaping, and all Draft. JOD Field: MDH WHK , v sea level datum.. 20 0 10 20 40 80 other associated appurtenances see plans by others. Review: MD/PS Comp.: MDH 06— Project: 97020 Drowi q # C279-llGl Date: March 4, 2004 Scale: 1 �� - 20' I ' • a;. .jam 41 Directions to Site: From Hyannis-Take Route 28 toward Osterville;left on Osterville West ,o • Barnstable Road;Left onto Main Street;Right onto Parker Road;Right onto West Bay Road;Bear left onto nine �M„S Bridge Street and follow to Oyster Harbors;Follow Oyster Way and bear left at triangle remaining on Oyster Way,Left onto Pheasant Path;Left onto Carriage Road;at end of Carriage Road bear right onto West Bay Terrace(dirt road)and house is on the left#20. s' WK+ :• `r '� • o\ • 7 ='..Soy _ _b \ i - OF ` •.\ ' .�W��•-' " e 0. 9 qb IRK o101el U 1 LEACHING FIELD PLAN VIEW LOCUS PLAN ` NOT TO SCALE Scale: 1:12,000 TO BE REMOVED r-�• ---\ ` \ 1 Assessors Map 071 Parcel12 �� -- —z Groundwater Protection Zone: AP 01 w _ ` _ ` ` Flood Zone: A- 14 4 - -- '- ♦ r• <q N. Zoning: RF- 1 LOT: I C ` ` �rF 3 Setbacks:Front 30' r ` ' -. ... ._.... �....... o• AREA: 27,940 sf \ �y � Side- 15 5 •� i `�. 7 (6 s Rear- 1 S' _ ..._ - i POSED SEPTIC 7 �. ... ` -� o &PUMP CHAMBER, Finish Grak t Filte q I / ie f Fabric Compacted Fill 9 ` - „T — �`` i \ ✓ i I � , �\ ` 7 � i Pea Stave w \ Loathing 3/4" 11/10 Chamber Double Washed N. 8 Stone r \ - $ NOTE: H Encountered Remove&Replace All Unsuitable Soils Within S'of the WE's� \ \ f o �' / y i. �/� p Outer Perimeter of the Svstem. -RAY _ SS cat- OAt OF Ci- Ah'ISEQ 1 ` PROPOSED LEACHING - i PLAN VIEW I4 ,FIELD&GRADING NOT TO SCALE. SCALE: 1"=30' �� \ N% 4"0 Sch.40 PVC Finished �, ?;�• � From Septic Tank Gray{re--� S � 1%.),iC- SEv;t1,2C01 - i .i�iT F „/:'iris„1vi.,,_ 24'0 Opening Above For M.H. 1/2 0 Galy Pipe For Frame 8k Cover. _..__ -- \ o.r Float Support NOTE:A Swale is to-be Used to Direct Runoff Away Conauit Thru Chamber ''° L CAM O V1t_ Galy, n From the Leaching Field,House,and Street ` ••° _For Power 8�Float �` To D-Box b•.:' :•}•��''• '°'��.�� -21" IoY le 1 FINE-t�]�R`f _ Towards a Low Vegetated Area on the Pro �° Emergency Storage °,; Cables. Chain ao ,. � � Vol, 4S8 o Min.2 Cover ae e � Alarm � _o � Pump Power 8�Float Control / - To D-Box Zt3i' Cables Installed in Accordance $• .sy���F��..w.�AR1S��"!-.-., � on El. Z �b 2��0 Sch.40 PVC Mercury Float Threaded Pipe v With.Local Bldg.8 Elec.Codes. / �tro.Fi:.,toYR.WB_ F1►+E-._p,RN1sH,_YEt1o.W P'umpon EI. 3.7' �, awitchs-3Regd CoCs'+ 1nY'RSII`'1 I�E-YE1\�W�SH_$RN. � Pum off El 2.7 Check Valve a 4"0 From. Septic Precast Pump Secure Pipe at Top a Tank. Sch.40PVC C � w � Bottom of Chamber I �; Chamber Bottom El 1.7' c? a 6 Washed e ..•:., .a•., sCp.n�, [-stone Min a• "c' 8 e , � . 1`• • • v .°�j p•,�• 'bt e.•a a SECTION _ • F�� �r NOTES Min%6p Pump �� " PLAN DESIGN DATA PUMP CHAMBER DETAIL TobeApproved Y: a I.Water Supply ForThis Lot is Municipal Water Designed for 3 Bedrooms By The Engineer j , C Not to Scale . Minimum Design 2 Location of Utilities Shown on This Plan Are Approx. �{ At Least 72 Hours Prior to Any Excavation ForThis Daily Flow=330 GPD 4 Project The Contractor Shall Make The Required Septic Tank: 330 GPD x 200%=660 GPD u Notification to Dig Safe(I-888-344-7233) Use 1500 Gallon Septic Tank - - _. __._ . Zoe MN. 3. The Contractor is Required to Secure Appropriate ' Permits From Town Agencies For Construction ' Leaching Area E a Defined by This Plan. 330 GPD/0.74=446 SF Required a u•i �► - SITE PLAN • .. .•o.' -.•b MGM 4. Install Risers as Required to Within d'of Sidewall=2(8'+ 38')2= 184 SF 0 CAL. i► , t , 114, 0 4� PROPOSED SEPTIC SYSTEM Finished Grade. Bottom Area=8'x 38'=304 SF SEP'It�'TIWK Pr�M�SYS EM J 488 SF Total Provided 5.All Structures Buried Four Feet or More or Subject' j M► H-� H-ZO REPAIR to Vehicular Traffic lobe H-20 Loading. Leaching Chamber Design ` ''z� `'`''' AT 66 Septic System to be Installed in Accordance With All Pipes to be Schedule 40. Use N ��' c Bedding as ELMS (AVT) 20 WEST BAY TERRACE 310 CMR 15.00 Latest Revision And The Townof 4-500 Gal. Leaching Chambers in a Tank do pmp Chmmber w/2 Comb Per Title 5 orA"mvdSn"KIL To*Hole bys.E.LAotmt28,2001. OYSTER HARBORS, MA Barnstable Board of Health Regulations 8'x 38'Double Washed Stone Field as Shown GroadwaterFmomUndmtEL219'. BY 7. All Piping tobe Sch.40 PVC. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Cie=eeIIIIIedmrMaterial. SULLIVAN ENGINEERING Not to Scale OSTERVILLE,MA DATE:SEPTEMBER 5,2001