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HomeMy WebLinkAbout0005 PARKER ROAD - Health Parker 117-142 Osterville o 0 p r iP ! o 44 d I 1 i I' TOWN OFF BARNSTABLE r OCATIOP� 5' }ILO SEWAGE # N'iLLAGE �( 7 A S SOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �r SEPTIC TANK CAPACITY 1-'500 LEACHING FACILITY: (type) .� ��x8 ` I►��t P (size) NO. OF BEDROOMS S-e '510 25r COS �e� BUILDER OR OWNER n'cd�u 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 within 200 feet of leaching facility) Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by S� 19 P93 L-r SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com Phone 508-428-3344 fax 508-428-3115 May 23, 2006 Thomas McKean, Director Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 5, 7 & 9 Parker Road, Osterville,Mass. Dear Mr. McKean, Please find attached a site plan for the septic system repair at the above referenced address. The system has been sized for 13,644 sf which represents 1023 gpd. The original design,by Baxter&Nye, had a total of 11,000 sf which included the basement. However,when the revision to the plan was made,to include the basement,there appears to have been a math error of 3000 sf. It appears that the 50' x 60' basement interior area was not included. Yet, since the leaching had the capacity to handle that flow,the math error never really made a difference in the system's performance. The building, as developed back in 1983/1984, is today as it was then. I have personal knowledge of this fact, as in late 1984, while working at Baxter&Nye, we occupied space in the building. Lastly,the property is located within a GP district and not a WP district. I have attached a copy of the original Baxter&Nye plot plan for the septic design as well as the Groundwater map. I believe, given there is no proposed increase in flow,that this is considered a repair that does not require a reserve. We wish to secure a permit to repair this system as soon as possible. A new witnessed perc test has been performed and that information is shown on our plan. Please advise if you require any additional information. Very truly yours, eter ul ivan, P4E. �� Sullivan Engineering Inc. Cc: Hostetter Realty O I TOWN OF BARNSTABLE 01 LOCATION #el"lilk, SEWAGE# P606VILLAGE • ,,uu11 AiSSE�SaSOR'S MAP& LOT 1 a INSTALLER'S NAME&PHONE NO. .• �IIeA 1115 t�Q ��g - 5521 SEPTIC TANK CAPACITY dAl LEACHING FACILITY: (type) 1 50dG74 �I NACf.S (size) IX 6q' NO.OF BEDROOMS BUILDER OR OWNER- Q.'1TL c PERMITDATE: d COMPLIANCE DATE: o 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 .h Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished,by r R a o', �3 - 7, A-q q3 i. r' Ag- /03 47 g4 - 6,g6 Bs- 34 $7- �Io f No..C k� '� ` 7 , Fee Ax THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: el PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for �Mpogal *pftem Cott.5truction Permit Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ® Complete System ❑Individual Components 7 P�AR14 l2 RD Location Address or Lot No. Owner's Name,Address,and Tel.No.S OS"f� VIL- LASS PRIgCILLA M.h10STET'1GR/ TR "7-7 o MAIN S'r Assessor's Map/parcel IV1 1 1.7 P 1 H Z 0 S7-E!L✓1 l-L e 1, Al N O 2, S.f Installer's Na ddress,and Tel.No Designer's Name,Address and Tel.No.Gorr-420-33 4'd rve•t, S08- SL4LL161)QAi aAlGIA1EErLINb Iwe f oYa ST (( it ssaq -7 r-A.lz i<erZ Q0 1 OS"tE2VILLE o1/I ASS Type of Building: Dwelling No.of Bedrooms Lot Size O.S G sq. ft. .Garbage Grinder (No) Other Type of Building OFFIC S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 10 23 gpd Design flow provided to-3 0 gpd Plan Date MA.y 2-'2-, ZOp L Number of sheets I Revision Date Title S IT E P LA IN — S E PT I C S YS•TE m CL E PA 11Z Size of Septic Tank 1600 CAC.&xiST t.000 C_A L Type of S.A.S. 12.IX Fro 1 LEAC-W l►yy C•�JOMI fFP- roposE Description of Soil l-1 L. L . -IEI'1S H r3RN LOAMY SAND, IoYR6/4-B-, t-T.VsOsi4 BRA► MED.SAND Z• s`/ G �d -Ct-� L-r- cLIvE ORM FINE SAND 2.5-YS/y Ca , PALE 1/EL-Low MtD -SAND 2.•6Y 7/3.- C3 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 thisJ3oard of Health. Si Date /01a3 O Application Approved b 4.r^ Date 53d Application Disapproved by: Date for the following reasons Permit Now� Date Issued No. � J '� ; Fee / y�t Entered in computer: s THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes "Zfpprication for Mi5po5al 6p5tem Congtruction Permit Application for a Permit to Construct O Repair X Upgrade O Abandon O © Complete System.OIridividual Components Location Address or Lot No. �PA u L R �� Owner's Name,Address,and Tel.No.e OYSt � VI , f�ss ' PRISGILLA M..tdoSTET ►6R, TR Assessor's Map/Parcel '-7-7 0 MAIN S t M ►1-7 P 1�12 ©sTE 2 V I L L E A O Z to S3- Installer's Name,Address,and Tel.No. _ Designer's Name,Address and Tel.No. 50 Sr-420-S 3 4 4 j`4�,.e etcC�l� S fir. ,jCaB"' SLILLIVr;A, MNGINEE12;N6 ING.. -7 PARIc(:R RP a S c-" � OStErtVI�LE r6�1 A55 Type of Building: Dwelling No.of Bedrooms I ;,' t Lot Size 0.5 G sq.ft. Garbage Grinder (NCB {' Other Type of Buifding OFFI c E No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,-.x -`` V' _. Design Flow(min,required) 1 02.3 gpd Design flow provided t O 3 0 gpd ` Plan Date M Ate/ _Z2 , 2[ o L r' NUmber of sheets 1 Revision Date Title S I-T E P 1''A N - S E.P T I c S Y57-1L M 2.E P A 11Z Size of Septic Tank 1500GALEXIST I000 &A�- Type ofS.A.S. I2X 'r4 ' LEAc.NIYvG C�l4N436fL Pro{x�s n Description of Soil 17 1 L L EL15.H '15RW'LGAMy SAN0, 104Rg,&- B-) I--'r•YEL15H BR McD•SAt40 -2 5y 6114 -CI-. LT- 0LIyE 13!'2N t,1NE SAID 1- JrY\ 4 C2. ) PALE VEL-Low MND- SAND -1—f C 3 Nature of Repairs or Alterations(Answer when'applicable) Jj Date last inspected: 1 t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in F 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 oard of Health. Signed !G c x• Date 6/7,�0 f 4 Application Approved b �=Date Application Disapproved by: _ ':" Dates for the following reasonsG! Date Issued ————y—— - Perm&,No. �� +. ————————=———————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (x ) Upgraded ( ) Abandoned( )by t 4-'7' '" a PA R V_E 2 2 Lim` C)S-t E R V I "LZ /Y)As S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. � ? dated Installer Designer S W LLI VA IV a W&I NL iE R I NC- I N C. #bedrooms Approved des gn-flow�. /i'4'2.3 gpd The issuance of this permit shall not be construed as a guarantee that the system wi`l.,functio R�as/designed. Date J 1J b Inspector s" W�' - No.C; & Fee Q® _ (( THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS Digoal *p!6tem Con5truction Permit Permission is hereby granted to Construct ( ) Repair ( )<) Upgrade ( ) Abandon ( ) System located at V (gyp,R><155 R RU A D U S T E R V 1 i-L t /"4 5 5 5, 7� 9 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 condiQthis Provided: Constructi n must e completed within three years of the dateDate Approved s"E, o Regulatory Services Thomas F. Geiler,Director BARNgrABLE. 'i . g Public Health Division i63q. Thomas McKean, Director 200 Main Street.Hyannis,NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Desizner Certification Form Date: 10Z 3q 06 Designer: SULL%VANbE/A54#VEaRt PP WC Installer: ;t,�c� �a.c���t(r Address: 'r PA R K t+a- �mo • Address: 81lL w �. (�sT-�R-V'�L LE , IYl as s O tr.:l �•tr1_ o�6b'S On �03 O OO�fi twce r(o,c � '' _was issued a permit to install a te) (installer) septic system at , �7126, �"- Os le based on a des*-a drawn b�� (address) S� v ,n v�ccr�ti dated �d, o2O06 (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. 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. p OF ETER LLIVAPA I➢•29723 (Installer's Signature) GIVT Q WNAL Here (Designer's Signature) (Affix Designer's Stunp ) TE PLEASE RETURN TO B_ARNSTABLE PUBLIC HEALTH DIVISION. FORtRT4NDA�1S- OF COMPLIANCE WILL NOT BE ISSUED CN'TIL BOTH BUILT CARD ARE RECEIVED BY THE BAIL'VSTABLE PUBLIC HEALTH DIVISION. 7CHANK YOU- Q:Heakh;Septictoesigner Certification Form 6 ' SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E.Mass Registration No. 29733 psullpe@aol.com Phone 508-428-3344 fax 508-428-3115 May 23, 2006 Thomas McKean, Director Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 5, 7 & 9 Parker Road, Osterville,Mass. Dear Mr. McKean, Please fmd attached a site plan for the septic system repair at the above referenced address. The system has been sized for 13,644 sf which represents 1023 gpd. The original design,by Baxter&Nye,had a total of 11,000 sf which included the basement. However,when the revision to the plan was made,to include the basement,there appears to have been a math error of 3000 sf. It appears that the 50' x 60' basement interior area was not included. Yet, since the leaching had the capacity to handle that flow,the math error never really made a difference in the system's performance. The building, as developed back in 1983/1984, is today as it was then. I have personal knowledge of this fact, as in late 1984,while working at Baxter&Nye, we occupied space in the building. Lastly,the property is located within a GP district and not a WP district. I have attached a copy of the original Baxter&Nye plot plan for the septic design as well as the Groundwater map. I believe, given there is no proposed increase in flow,that this is considered a repair that does not require a reserve. We wish to secure a permit to repair this system as soon as possible. A new witnessed perc test has been performed and that information is shown on our plan. Please advise if you require any additional information. Very truly yours, 0 eter u van, P. E. Sullivan Engineering Inc. Cc: Hostetter Realty �'�S' �c � r,� a�� v a� fy^ � C r •". .p �c9 � � Q 'ti% � £ —f t C''�Q" } .y. ``\ O r �� •_f� � fi 2 ry �' � s � r: `� tF`r p �� i'`„( ,/`�� rY �.�� � Y', (' ���,�. �A f•n 4 sr. Sf`�-K•.'i "�"•, 'a � � �; � S ,'pt1 s O *'� �-.. �� / � "r '"t x'✓. ''�°,-�;$ � � :a.� a.�� . !4 •.. - � 'k� S3 a.�' k �,�., � c �a,a�� <x.. � ;O i l,� �p, � F'4' _ � ^',... � ,. ... � �.� iu �`«� � 2 ,. -.? xa,xx: �` V� mot?.. ` , 1 •Y jv(nn (� _ ��' r_�x s'�`i � �" �3 eti i a 1 �:��• � �N �, � "J �0 ��r. •;� .{�� t h�C 7 � Vp� ti "a.. t � tr 1� -,�� �, rr ��� ,�,, �.. rz.xe� -A. �� C.; �*��y{'a 5�i �,,, ,.�+ A .�y v ,.� �� � y �:� � e "�•. �"` � � .I .�i - � dk,r� k`�' K.,k .., �, _:.�G :. `' '� '� r�.. :�. -en�'..�'' �r,ram.. ,.......�'� s.'_:��aµ'1 i�� �r wrC.{.•,S�e��..�..0 - � -. f r : rx :•, 7: � Y `�.aq"'�a 2' #y i✓ s 61, ", "'el+,r�bl C�� x4"Fk ,�:�p'�•�.r�''�7�L S � "�m�'' '� 8 "t ;s � �� , a " I b 13 O" L• y �P ri. i t ✓` / �� N1A�N STREf rV4 +ry OL 1 C/_ NOP..F .7 FEs. AV.......... THE COMMONWEALTH OF MA�SACHUSETTS BOARD OF HEALTH ............... ........................OF........................................... Appliratiun for Uiuvu,aal Works Tonitrurtiun Prrutit Application is hereby made for a Perm Ik to Construct ( ) or Repair ( ) an Individual Sewage Disposal .. .... .. •.......•----....--•---•••-• -• ---- oca'o - •, or Lot No. ---^-••................... W Owner Address ,•a ------------------------------- ..............:......................................... .................................... .......................................................... Installer Address UType of Buil \Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) \ Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures -------- ...:.:.....................................gallons. WSeptic Tank—Liquid capacity......-.....gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-----------------------------------•-------••--••---......-------•---.... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........---............. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................---. a 0 Description of Soil.......................................................................................................................................................................x U -••-----------------------------------•-------------•-......---•----•--•--•--•...-•----------------........------------•.... ----------- .-------•---------------------- W --------------- ----------------------------------•-•-- ------------------------------.....------...--.....-- -- ........... - U Nature of Repairs or Alterations—Answer when applicable.. 3 - - ---------'� . -- ............. .....................•-••----------------------- --...---------•------------....--•-------------••-•-••-••••.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'i U 5 of the State Sanitary Code— The unde ' ned further es not to place the system in operation until a Certificate of Compliance has been ii ued oard f 1 I ............ .................... ...........-•-- Application Approved By.. ••...--- -----• --....... :..:. r.4. Date Application Disapproved f the f lowing reasons:................................................................................................................ ......................................... ............................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date ---- --- - - ---- -- �---- - - -- - -..�.- ._� -. -����W�,---•------------------------- No-4J.........:........� '� Fxs.._� ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................... ..... ............OF.......................................................................................... Appliration for Uhip al Workii Tnnitrnrtiun Fermi# Application is hereby made for a Perm' to Construct ( ) or Repair ( ) an Individual Sewage Disposal S f / ocat'on, /A or Lot No........ -'... ..... --- •----------_•.........................•---_________.........---_^............_...... Owner Address a ..............'�_�.%� �--------..__. •-------- Installer Address d Type of Build' Size Lot............................Sq. feet V Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) pa-I Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures __________________________________ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. i Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date.................................... .. Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (z., Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 •••-•..........................................................................................................-•--•-•••••-••--•--•-••-•--•._.......----_...•. 0 Description of Soil.........................................................................................................................----••--•- x ....................................................W • •-•- V Nature of Repairs or Alterations—Answer when applicable__ %.,�___ ___...........5:.: _k-� �_... `.../�,. _ ______- ••--••-•••••--•--•••••••••--••-•-••-•••••••-•••••••-•-••-••••-•-••••-••-•••••-••---•.........••--•--•-•-•-•-.....•••••---•._.....-•-••• ••-••-•••••-••••-•••--•-••--•••••-••...-•••--••...__. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The unde • ned further es not to place the system in operation until a Certificate of Compliance has been i ued oard f 1 1 Si ",• r--_� �.--- __. _._ - — •ate Application Approved By..;-.--... ....... Date Application Disapproved f, the fj owing reasons: ...........•-_.. ........................................ •-••-•••-._...-••••••...-•••-•••-••--•-••......-••••------...•-'•••---•-----•--•----•••----•••------••••-----•--•••-•-•••-••--_...••--..._- •----.....---- Date PermitNo......................................................... Issued_.................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... THIS Trr#if iratr of f omplinna CERTIFY That; , the Individual Sewage Disposal System constructed ( ) or Repaired (�i} by.......... . ,�-'-r=t--------------- -'%............ ....-----f a------.. -- - i--- ----•------- Installer at.....::: `= '=`'�t--••••••--•-•••• (�=� ' ------------ � ................................................................... been installed in accordan with the provisions of TI � �o€,G State Sanitary Code ribed in the application for Disposal W s Construction Permit iVo._•_____________�__/..�l_.__._._.._.. dated_...._._.!!.___W.._____.._.___.._._........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH '� No.�:.- -r /� ..........................................OF........................ FEs.__..................... ...............•-•--•---....__...._._.......__...._......... /O rutit Permissio /V is hereb granted __.__ �t... j� to Construct'( 1 ) or Rai ) i� ndiv ua gag isposal System atNo.. ..._...............t - --------- -----•-------------- -------------------- ......................................................... Street as shown on the licat•on for Disposal Works Construction Permit _____ _ _________ Dated.......................................... .............. - 1 - _-•• -------------•••-------••-•-•••••-•-•-•---••••----•-•••-•-- DATE... _ Board of Health a FORM 1255 A. M. SULKIN, INC., BOSTON i 0/ ANTHONY D. CORTESE Sc. D y1wd"Ist JLr an Commissioner ���&e �Loa�i�icl, (p� ,��e' PAUI T. ANDERSON oL I Regional Environmental Engineer _ I b , 13 March 12, 1984 t � , Archibald Realty Trust RE: BARNSTABLE--Subsurface Sewage 9 Parker Road Disposal--Pumping Prior to the Osterville, Massachusetts 02655 I Septic Tank for Archibald Realty Trust, 9 Parker Road, Osterville Gentlemen: In accordance with 310 CMR 15.09(1) of Title 5 of The State Environmental Code, the Department of Environmental Quality Engineering has had an engineer review your request for prior approval to install a sewage ejector at the subject location. r The Department of Environmental Quality Engineering does not recommend pumping into the septic tank, but whereas the sewage flow being pumped is a small percentage of the total daily flow and should not cause a major disturbance, the Department hereby approves the proposal with the following provisions: 1 . The installation meet the requirements of all other State and local agencies. 2. The sewage ejector shall be a low flow (15-50 gallons per minute) , non- grinding pump. Please be advised that the installation of a sewage ejector constitutes an alteration to your subsurface sewage disposal system and therefore, the appropriate permits for such an alteration must be obtained from the Barnstable Board of Health in accordance with 310 CMR 15.02 of Title 5. Very- truly yours, For the Commissioner Robert P. Fagan Deputy Regional Environmental Engineer F/DD/cb cc: Board of-'Healt`h._ - Town Hall Hyannis, Mass. 02601 Plumbing Inspector Town Hall — Hyannis, Mass. 02601 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I m DATA uLti,SS\AJ 60 "5,000 SP �,� �_...f _:E,,•rR• t. t. `1 S `u`Z? _ oQO s F 1A.4 :.A4 G.p ;1 Fes' �"-=i• .. rid':' � �Sc?.:,��^ �:::,r" / ' 17 lorAL A }yc i „€, f �1��G•-• yil�`, l: �.•� - -�C„ .f,�K_:,�../t. •..i�r�; L 7 - i ' l.�,� .r..-, ;�� `i'�R�� �� ��� err... •�t ..=�� ✓�� _�•hri.... •il'.',�E=.� ."�v -rt� ,..err •� ' ; fG,A.`J' .•�,� `- ;1 .;�.,:Q '. _ �„�. ,,..-. ,,� .•,,�,��y,�,� �LMlQ !:Af -LCr r _/? /f —`� 7 �,. 40 ar � \ J� G/v V ti` ,�• ��J'� i T/ 1, G J �I w r t F� ZONE: RF-1 Area (min.) 43,560 SF Frontage (min) 20' a7 Width (min) 125' :, a � :pia • Setbacks: Front 30' �; ��.�� �}b, �,•; ,.�.. .y.. Edge of Pavement 'r Side 15' W '15 Reor vlew ,aAlv/.e (40' Wide - Public) FLOOD ZONE: \ Zone B 4 ; Community Panel No. / „ �� f d/d�' #250001 0016 D � y '" - S 89 45 45 �E 159.20 ti July 2, 1992 y 1 p Posf Qc Roll Fence PllaQted \ 18"00k ►,ti�p� p Benchmark: LOCATION MAP: LOM" Top of CB/dh fnd Scale: 1" - 2000'f Planted 3a.y \ 20"ook Planted El. = 16.05' (NGVD 29) 1 Area Area It I Lawn pw ` ASSESSORS REF.: � � W a 1 -•---- - ---- •-------- - -- -- - - --- ___ 1 / '- - --'--'- - 3o,Frontyord etbock '--'" "'-'- -' - -'�-" "� 6" k Map 138, Parcel 29-2 / 1 ♦ 16"oak 53) \ Planted I ,.t_:!'�`� to►�. era'. Y j \� "" Area" \ I a 6"°ak OVERLAY DISTRICT: 1 i 6: ADDIT►CN �• ' 1 1 i or► rank AP - Aquifer Protection District G.Aia,A'G6 As Shown on Plan Entitled 1 22"oak I 6"ook 1 `� , _ , 2 Story' 1 16.7`•. "Revised Groundwater Protection _= --,_- Overlay Districts - April, 1993 Wood Framed j 8"oak Dwelling walk #507 6"ook DESIGN DATA 1 i 11`•."' ` l \ Blue Stone 8"mo le m 13 i Single Family- 7 Bedrooms 1 1 P ` Patio rr fa.7'(msQ No Garbage Grinder 1 1 \ I Daily Flow: 7 x 1109al.=770 gpd ;i Itti \ i Shower 8"ook Septic Tank:770 gpd x 200%=15409pd 14"ook Nam$ i Use a 2000 Gol Ion Septic Tank. 112"ook LEACHING AREA 770 gpd/0.74 =1041 s.f.Required \\ \\ 8"�rult l Lawn Planted Q Use Bottom Area Only Area i 11.•9 24'x44' 1056s.f.Provided LEACHING BED DESIGN - t / d All Pipes to be Schedule 40 PVC El. fa. p I \\ \ Perforated With Ends lobe Vented.Use 8"aspen 7- 4"0 Distribution Lines in a O \ ♦♦ "2-8"butt 6"dogwood I REMbvIRM PoRTIo N OF Leaching Bed as Shown. \\ ♦ \ j Planted pECIc-ro O j \ ♦ \ Area CON FORMTn91Dt=LING NOTES (n ! \ ♦♦ Planted _ j2-8"ook gET18Ar_%4 s ♦♦ Area / \ a v 1. Water Supply For This Lot is Municipal Water. ♦ ♦ ♦ Flog e o nrng air � i ♦ / Pole \ tok of weir 13.2 2.Location of Utilities Shown on This Plan Are Approx. ♦♦♦ ♦♦ 8"°seen At Least 72 Hours Prior to Any Excavation For This � o \ i / Project The Contractor Shall Make The Required ♦♦ ♦♦ / 1IRoP. rbcRa-E.N Notification to DIG SAFE-1-888-344-7233. I ♦ ♦ / IyoRC.t-P � 1 O I ♦ ♦ i ) '� 14 oak 3.The Contractor is Required to Secure Appropriate ♦ ♦ , n `I ♦♦ ♦♦\ �aI_ / / 1 / � Permits From Town Agencies For Construction t0"maple Defined by This Plan. ♦♦ ♦♦\ �" --. / � ,t ♦ ♦ Ste,rIC_ 4.install Risers as Required to Within 6 of Finished ♦♦♦ ♦� T-"K / I / Grade. i ♦♦ S� ♦\♦ �{ y . s . 22"coca pa_ '?o pine / 5.All Structures Buried More Than Three i3)Feet or i Subject toVehicularTrofficistobeH-ZOLoadi6g. ♦`♦♦o��O ♦\♦ i 12"t crack // 6.Septic System to be Installed inAccordoam With j `♦ ^i �♦ Lawn. .0 i 310 CMR 15.00 Latest Revision And The Town of I ♦ 40 2a"co p Septic I Barnstable Board of Health Regulations. ♦♦♦ ��+ ♦; w \ 1 / 7. All Piping to be Sch.40 PVC. j ♦ s�. ♦` N \, __ _ - .;j ��. ' !� 1 r 1°. 8.Depth of Inlet Tee Below Flow Line, 10 Min. ♦♦ ♦\ - f p_;;A7 ax `=,I`i1 Death of Outlet Tee Below Flow Line:14 Min. ♦ 'S? ♦ \ bAf Et2rAL_ ycLeAN With Gas Softie. i ♦♦ O ♦♦ ence I ua`e i 9 Min. Finish Grade ♦♦♦ J ♦♦ \ 4"dogwood gtoc ­: ., ♦ :♦ \ a ! ��� Filter 4"0 Perforated j ♦ ♦♦ ��/' /^ ,-\ i Compacted Fitl Fabric PVC Pipe ♦ ♦ I _ I Pea Stone �� \♦ \ j o .. 0 3/4"-11/2" ��. ♦ ♦♦ 1 c�D - Double Washed I ♦♦ ` \ L o t 8 ,�� Stone dh ♦♦ ♦� ° p 43,160 f 'Ft. C8 ETY0, fnd ♦ \ O v �1-.• _ Typ.) 24-0., \ 'A TN'-z I a, CROSS SECTION OF LEACH Ii�GBED \ \ i Not foScale ♦ � Im O DARK i RTA FINIS GIZOuNt7VJ,A leR ADSLiSTML4N T A SAtJt7 ICVR 3/,3 •�` � � � I (n - ,, GRouNDwAt^o.rs Ca> �t_£v. 2.1 �� \\ ; ./ �' tV 9 DARK y6L�19H, MCfl• [Nosy.wlsLL: "%\A) P-9 ZONC A p 29 $ SANG IOYR &411P AD7USTW%NT: %,H', APR. 2.00u4 �r0/ QRN AD]LtST80 CaROtsNWAiL"1Z EL-- 3•S INIMP. 9ANO 2.SY 4/4 C,�rf �/ N 6s?; `\ \t\ 0 i rq tot Cz STm6mG•SRN COARSE It SAtIV S'3(� @ rr(✓ , �/ \ •; its 'CrRO13NDWATER 4M %IS" AT T.14.--2 'DATE 1 Fri/•22/.o 14 t 1 I IBYI SUL t-1VAN "_NGt14"-S.RtNG INC V'%_r.? 8LSS.; p.S'TAt4"Mtd,-r.0.8 J S.cF K . CL.AS5 it MA7Mti1AL_ T,"-1 . %_%SS TWAt4 2.nnIN./INCH ' Cobblestone Strip T, 14^70' •L.ESS °TIAA.V 2..M\N./1NCH K Lr Stone PUlorsswuli �'V alp F.G.12.5 fai F.G.12.0 N.2973 C8/dh fnd 9.5 r 10.5 Top El.10.0 ' 10.3 20006ollon tia. .a� 1.,: r Septic Tank t0•1 .., Bot.El.9.0 V -- ~''`"" 5.5' Bedding as Groundwater Elev.2.1 Per Title 5 Adjusted Groundwater Elev.3.5 NOTES: DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale 1.) The property line information shown was compiled from available record information. 2.) The topographic information was obtained from an on the ground survey performed on or between 81SEP103 & 8/MAR/04. �Evt510 limr-R=Asmv ISWOROOMS V=VLOM to -ro 7 J.) The datum used is NGVD '29, a fixed mean sea level datum. Title: PREPARED FOR: PREPARED BY: :SITE 1--: AN Sullivan Engineering, Inca eSUt1/ J. San ford Miller g g, p C PROPOSED HOUSE ADDITIONS 659 7 Parker Road SEPTIC SYSTEM UPGRADE Cons tan ce C. Miller OstePOl Box 02655 Osterville MA 02655 507 SEAVI.EWAVE. 3232 Pacific Avenue � OSTERVILLE,,•°MASS. San Francisco, CA (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995-fox 0 _ 20 o to zo ao so Draft: MJD Field: MDH/WHK Date"' Scale: „ Review. PS Comp/Draft: RRL MarCh 8, 2004 1 = 20, Proj 99072 Drawing # C433G1 Q Josh •oo• ,m, _ a 1 'bo `p• I1 u Hi ° Existing Leach Pits(3) tob�,.-Pumped 8t Filled With Clean Material:If Leach Pits " � �'• CUS Are Found to be in The Area of The Proposed II • ' •. 0 ®1J� Septic System They Are,-to be Removed. e •�"` } 2�a F.G.38.08 See Note No,4 Vent a� st . ',• (\� a�` _ :'w ��- -Y ,�A•,�� end v� �• U'� �. U...' F.G.38.4 " ' 1 I I 1 Proposed Top Elev.36.t8 ° 36.15 �i Existing 1500 1 1000 Gollon 35.55 s} �p ` �•"I9T �I' TaniknSeptic I Septic 20k 35.45 3-� 35.18 B t. Iev.33.18 LOCUS PLAN r I LEACH L__=J , f�i 1" 5 Scaler I „= 2000' n IS Bottom T.H.-2 Elev, 28.18 Assessors Map 117 L.r r No Groundwater Observed ,�• gNs.�s�A pG Parcel 142 ® P a�a f Groundwater Overlay -a,h, I DEVELOPED PROFILEOF PROPOSED SEPTIC SYSTEM District: GP Co m C.. WALFt Not to Scale E� w t NOpW W\Ntaow t w/ F�1�1GE "ell s F r y z B.M. Bottom Step. Finished Grade VS ' Assumed Elev.40.00 u �4 t u Q o Compacted Fill Filter Fabric- *rr O 1 o Leaching Pea Stone �X4ST\NG ot✓FtCE 5U1L1�tNG M N Chamber f3 9 3/4"-11/2" 0 u sir""="'= Double Washed 0 4-10' Stone 12°-0�� (H-20) CROSS SECTION OF CHAMBER Not to Scale DESIGN DATA e ` NCTE Office Milding t,Exist.1:13,644s.t. ��/ pAvEp pARt<t G 1. Water Supply For This Lot is Municipal Water. 13,644s.f./1000=13.64 x 75=1023gpd AREA fl Septic Tank: 1023gpd x 200 /o=2046 gpd 2.Location of Utilities Shown on This Plan Are Approx. UseExist.1500 Gal Ion Septic Tank&Instal I a t At Least 72 Hours Prior to Any Excavation For This New 1000 Gallon Septic Tank in Series. 1 Project The Contractor Shall Make The Required �d Notification to DIG SAFE-1-888-344-7233. LEACHING AREA ��. 3.The Contractor is Required to Secure Appropriate 1023gpd/0.74=1383 s.f.Required 5,32 I OG,•21 Permits From Town Agencies For Construction ' ' Defined by This Plan. Sidewoll� 2{12 t 84;)2= 384 s.f. ��,• BottomArea:12'x84 = 1008s.f. PARKER 4.Install Risers as Required &Manhole Frames&Covers 1392 s.f.Total Provided. ROAD to Grade And Shall beH-20Looding. 5.All Structures Buried Three Feet.(3�)or More or LEACHING CHAMBER DESIGN Subject toVehicuiar to be H-20 Loading. At Piping tobe Schedule 40 PVC.Use 9- PLAN VIEW 6.Septic System to be Installed in Accordance With (H-20) 509 Gallon Leaching Chambers Scale'. I „= 20, 310 CMR 15.00 Latest Revision And The Town of in a 12 x 84 Washed Stone Field as Shown, Barnstable Board of Health Regulations. 7. All Piping tobe Sch.40 PVC. 'i.u•- t EL>;v. 38.y U r H•-3 L . t.Z 8,Depth of Inlet Tee Below Flow Line t I O"Min, Pk LL. F=1 L L Depth of Outlet Tee Below Flow Line'14°Min. __ With Gas Boff le.Both Septic Tanks. l9 --- LT. YEL:15H t3RN. MED 12 YML.'16H DRN, LOAMY 56" Gt SAND 2..6Y (./{-t 6 SANt) 10 YR 5/4, I..T, OLIVE 173RN FINE CI t:7i'. '4MCIS14 BRN.MEP 2 SAND 2.5Y SAND PAa%_E YELLOW M1rP C LT OLIVE 1�RN.'t=1NE C3 eAND 2.SY 7/3 `la 2 SAND `2,.6Y 5194 "Izo PALE YaLLOW MEO NIO GROUNDWA1711R SNCOUN'TF-0 s;\..ASS I MA'TEt2\A.l. C3 ' SAND 2..5 Y -7/5 t 2.0 NO GROUNDWAT4zi� EA\COUN'TECS CLASS 1 MA"IRtA1_ t LEV, Z15.4 F%L.L. Q 'i.H.-�1 ELEV•37.2 $ ySt.:1SH . pt2N. LOAfrt*1 �'' 2L7" 5A1�\G 1gVf2 5/tv � yaL°ISH rdt2N LOA.t.Md ' Lx1 YEL;15i-1 pRN,tv\mo 1 SANO \C3VR B/fo C1 SA o 2.SY (.ki ►4+. C, LT.Y£t'►$H t3RN Me D. cr ys' L �Q� SA-147 2.SY G/Li .`t`, pl.t V E %FtN FINS N 1r C2 SANt� 2-,bY S/� t-T. OLIVE. l6-PN. FINE ^t8' Pp.t-ts yea L t oan� t�l�t�. 0 ,0 LL GSAND Z.S Y. Sly C 3 sAtva 2, `! 7/3. 8y V.10PALE YE L L Dw MEt7 . 122' CrIL ta0 CRKoL41MDWA'TMTA. mt4couWrsD C SAND 2.SY R/3 CLASS t hn ATS.R 1 Aa_ 120',_ 1PRP4, NO1 112-9-7 t�\O GROUNI4>�A/?.'TERENC01-t1,?TSCJ- GEC--r".. Pr~T ' 5 112 o"t LESS r"A.N 2.NAtN./INCF! pF- %RTuso4 ��� DY 6ULL\VAP1 INC, t. ESSTHAN 2 M\N/INCH i^ Sol t_VAL.UA.TOt ' X01.4N O'Dt3A,SET E F- t'1'Y' SU1.LlVAh\ Ef\GINEER\NG tt4C- SITE PLAN V.✓ITNSS: 0,OSMA-RAIS,"1',p.6.t33.O.N Q 5o\t_EVAL\SATOR\So11N 't7EA1sE'T SEPTIC SYSTEM REPAIR PRISCILLA M. HOSTETTER JR 5,Ta 9. PARKER ROAD OSTERVI LLE , MASS. SCALE : AS SHOWN DATE; MAY 22, 2006 SULLIVAN ENGINEERING INC. OSTERV I LLE, MASS. / ' U `