Loading...
HomeMy WebLinkAbout0025 MOUNT VERNON AVENUE - Health . 25 MOUNT VERNON AVE, f : :HYANIVIS A-v287,528 ° l 6 it fl P ° ° o v o , v , p TO/WN OF BARNSTABLE LOCAnON�s 19 �4 &ern lv�- :SEWAGE# Z014� t VILLAGE /TES ASSESSO '3 MAP&PARCEL ��7 D-i�7 INSTALLER'S NAME&PHONE NO.�n V 1- SEPTIC TANK CAPACITY 15W Ocl (size)LEACHING FACILITY:(type) �>�/� a Yr�C. NO.OF BEDROOMS OWNER AA PERMIT DATE: COMPLIANCE DATE: (Q Separation Distance Between the: Maximum Adjusted Groundwater Table t6the 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 1 Q c- I lit ' 'Coll d d ` y �. i N . [JC/ Fee G �� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippYitation for Misposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2*S- sKoih4-- Ve-r q a ft Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2$7 ©97 (,^0\ Installer's T e,Address,and Tel.No. Designer's Name,Address,an el.No. TLgyq -�U46e_ S�(l i vnh �„s;tieei..�� •�-�tiSo�iE:.,f,..Znc % sOg- e12 e-33v Type of wilding: �/ may, Dwelling No.of Bedrooms �l er © lot SY e 2 Ste®�l sq.ft. Garbage Grinder( ) Other Type of Building 5 h Sjz r-o•, e" 4 9 No.of Persons Showers( ) Cafeteria( ) Garal�C Other Fixtures Gar be Design Flow(min.required) 4F® y gpd Design flow provided y8 3.8 gpd Plan Date E//31z&z G Number of sheets 1 Revision Date Title S ¢e 0044 ®ropW 66( Size of Septic Tank 2-CoM/��t�/j+e14 l J� r� Type of S.A.S. Description of Soil "t N- !j� 0- 9 c t A e! i-Qy " Lm4 Ay, 8^30"R-, f3�,w�i f shy Lam . 30 '� PG C C4,i �-E Grp s`�� Ce� � gC-��2 '' _�2 Ca�-r../' 'Y�e��®r-�)s� $r�at.�.+, .�z-�,'v�•., S�.zu� +y,ti-f 4 L;',:�e.1". 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 Boar, afealth. ed Date IL 24 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. � '� / j Date Issued =-------------------------------------- --------------------------------------------------------------------------------------------"- -- i Fee / +� THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer:' PUBLIC HEALTH DIVISION - TOWN OAF BARNSTABLE, MASSACHUSETTS' Yes Application for MiBtJoSal Opstem Construction Permit /i _. Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete',Ptem ❑Individual Components Location Address or Lot No. vs -fvuhti 1,' t/r a h y Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Z 0-7 A 97. (,r,-d1 G Installer's� Name,Address,and Tel.No. Designer's/Name,Addres and-Tel.No. ` w Y`q Awqce �`�'�1.�Jf G^A�..... t `•S c�•l!i llcf� �.ie{i r��(c'/.'rt C �/- v'o/'/.ji.�C'.a�s�..Zn C' . S d.� /2 6 5111l Type of Building: sC ynt� x Dwelling No.of Bedrooms ! � r of Si i7� a�/ sq.ft. Garbage Grinder( ) Other Type of Building 5:,r/c F-g ' ��` e 'No.of Persons 1 Showers( ) Cafeteria(( ) , i Other Fixtures r�t( �' •�-/' i w i c c�t,,.�. Design Flow(min.required) 4/yo gpd Design flow provided e-/8 3, 8 gpd Plan Date S7h 3 j�j�'Z G Number of sheets I Revision Date 7 ,pas , Title S.'�� (P�' to .�"jn,/�!'a L�a�r cin Size of Septic Tank 24o 4- � 4 P /szlaai i+i/'h-� l;iGiC� Type of S.A.S. f�css-..e_ t����,c� �� Y. % r / >,r Description of Soil ? rt✓ G, Q ` A ele el r enair, L" 30 f R,., fS.,•w n:t 4 e t fo:'^� 5s„E41- 414 3 a `'-' �� C % t 3✓-� �E'r 4 E �G �� 1./z� L:;��.,�, , 9'�- �3� r /zrr Ke4" .,s4 ` ra R Nature of Repairs or Alterations(Answer when applicable) . �r l .Date last inspected: i { a 1 E Agreement: } � r � j • i� 4xx, n Thy: undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system.in 4}`'f* t 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 'f ealth. Signed „ _ Date .—Application Approved by k __ Date '9 r Application Disapproved by ; Date for the following reasons , > Y Permit No. Date Issued ��, ?n; THE COMMONWEALTH OF MASSACHUSETTS Y BARNSTABLE,MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded 5. e) ' Abandoned( )by v' at 2,,:;- 6 n has been constructed in accordance with the provisions of Title,5�and the for Disposal System Construction Permit No.. ---)51 dated AL) )t�6 Installer ( cr# [_�%,Y. xs Designer .Sc.,ff 4y'G,/r 7h 5 r'g F eT, S #bedrooms q,6l j Approved design flow VO~�r f gpd The issuance of this permit shall not be construed as a guarantee that the system will funcfiJon. esigned. Date + �a ] G) "t Inspector iL125, _i r � ew No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal Opstem Construction Permit Permission.is hereby granted to Construct( ) Repair( ) Upgrade° ; Abandon System located at 2 S /4 GGiy ��� I. and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date / / /C o Approved by o Town of Barnstable �`"E .� Inspectional Services Public Health Division tjntetvsrasi.& Thomas McKean, Director pa ° 200 Main Street,Hyannis,MA 02601 r Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2 ry� Sewage Permit# -\�1 Assessor's Map\Parcel � Designer: �vL Installer: �� �:�Ns& Address: o. bev, t , Address: 6R S On 2 oL d was issued a permit to install a dat ) J1 (' staller) septic system at ���u"f Ge��'°'` based on a design drawn by (address) dated O ° 0 (design 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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the to rms of the I\A approval letters (if applicable) - w 0 ("U a Al CHARLES T. y '(Installer's Signature) ROWLAND CIVIL � XII . 52693 A� 'PFC (Designer's Signature) (Affix Iis� " 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. \\toa\depts\HEALTHISEWER connecASEPTICkDesigner Certification Form Rev&14-13.DOC ...................... ........... Bo th Bedroom Living Room Kitchen ............................................. . .............L T-- Storage 3—Car Garage Space Entrance J Garage Floor Plan r a ;f A rP ' ;> t n. - 4! a� �• Pf, a µL i 14. �r P+.•k ry `I@" p. . T TAW aw � ��� � .,fir °`+� •� ;., � � ' W .. _m - q,'�. ;�•` IIf `,a•� 1 ':jig (�._.fydl j .F= �'�_ Y^ :'�.} qq�5 r way �)• k �" F /�-�— R: S Y 3� L 5 ^e . 4 t '``�`*�J r` =� g�s. y��..gy�d•,�.•i ''. �'� k:,,z fi'� y Y- .n m�� yr �e r� � a s.� r� r�rw.',ar °'�3"i'f r ,o �,j,'�y.. �r+: ... t�� ,.4 •E,� �' ,C} G'� ��.�`p4 ii�T �f 4.' .4 �a 6Y •�� 'S�i 1 Uk r' Y � '� ''�y�4 f ; y r; n�.e''' s n - �s ..y r#�� 4. Y `..�.'+ ,,•w4 ;, ,.$ TO4. nee a �. 1 �,. v04 f �a { .a s n �'c r_•, •G.-� ..� r� - F .- C 1,, r { 7 001 � �� �# �'� Y "i ����7 r �•.R._� �� ,�� e ��• ,�-fir� r Iv jr � rn � `'t� a rt( _ y `• •—�, S r� ,�$ s q� � '� �.a� ....fro;: b a r. yt ,� - �+L, 11 .1 u:r� Sly .;• V: .yi'1 I c _ r x.' O x 1 40 fir# Aix • c i is O: � tZ '� tp 3{. c �a-t •..Q � �'�p`: `v+f . r � {�.,Q !'• BAR_ 4 �.', N .. j„ �, �'+t� ' . . "*^*n�y',Y�y y� t, v. , o.y e. )1� � (fit -n � r� ,� �r 1 � 7� •,� �a ;tl. - _ �1^« ....p S". .11.i ! .µ? y °ry .§ �' _ e'i r ._ •pr Z.Z` av • N dA...5 y' ::£ ti t:I� f O , J � p[�•3rFe, ., i � �.V'� - r • � ..;� t- - r3��4 ?:r a' �[�t �. �.,� fit, e� � `' .r ifs! ..11 p 'x• fri %.' Si � .. .� �y v r"gk`�` r • ' r TOWN OF BARNSTABLE LOCATION I�S/n ®Uiv VC ✓ &O AI SEWAGE #.200a- So`{ VII.LAGE- I'y A itlAll ASSESSOR'S MAP & LOT Z 77_O 7 INSTALLER'S NAME&PHONE NO. J' f M A C o,&f Re A i- s&A1 SEPTIC TANK CAPACITY �S-O 0 LEACHING FACILITY: (type)4- C O-611-4i C 'rOK (size) /04'S NO.OF BEDROOMS BUILDER OR OWNER t 4 `k-)V- �I^ t PERMITDATE: 71`ZtiZ1y COMPLIANCE DATE: „ Separation Distance Between the: tn� 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 i J / 7 F 1 d _+ No. � , , ` Fee$ 50. 00/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: `/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYtcatton for 33tgaal *pztem Comgtruttton Permit Application for a Permit to Construct Repair Upgrade Abandon XXCom lete System ❑Individual Components Location Address"Lot No. 25 Mount Vernon Owner's Name,Address and Tel.No.2 0 3—5 31 —91 5 8 Hyannisport,Mass. Virginia Horne Assessor's Map/Parcel Installer's Name,Address,and Tell..No. 5 0 8—7j7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—7 7 5—3 3 3 8 J.P.Macomber & Son Inc. J.P.Macomber & Son Inc. Box 66 Centerville,Mass. 02632 Box 66 Centerville,Mass. 02632 Type of Building: Dwelling XX No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design now 4 4 4 0 gallons per day. Calculated daily flow 4 X 1 1 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1500 + Box Type of S.A.S. 6-100 cultec 1 0 0 ' s De—ttonofSorl Loamy sand to clay & loamy sand.A dig out will be done. 5 ' all around and under the SAS. Nature of Repairs or Alterations(Answer when applicable) Omitting cesspools. Installing 1 -1 5 0 gallon tank, 1 -distribution box and 6 100 cultec rechargers.Will instal 3-rows of two 100 cultec rechaRGERS There will be 6 ' between rows. Date last.. 4 stone around. l �t � ��� Od i jse� / Agreement: 1 . b Y �V4, W . 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 a not to place the system in operation until a Certifi- cate of Compliance has been issu by this o o H alth. Signed Date 9/6/0 0 Application Approved byyj� Date ° 7AQTV Application Disapproved for the following reasons Permit No. 7dW , T 7- Date Issued F 17 �� •L. _ qq ate_" 0 No.-4t,4 J -J � ' Fee$ 5 0.0 0 THE COMMONWEALTH~OF MASSACHUSETTS Entere&in computer: Yes ,,. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Migpogaf *pgtem Congtruction Permit ,. Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) XXComplete System El Individual Components Location Address or Lot No. 25 Mount Vernon Owner's Name,Address and Tel.N S2S2 1-5 3 1—91 5 8 Hyannisport,Mass. Virginia Horne Assessor's Map/Parcel X G 7 O CJ/j 0 8- / 5-3338 508-775-3338 tall is Name,Ad ress,and Tel.No. Designer's Name,Address and Tel.No. I .Macomer & Son Inc. J.P.Macomber & Son Inc. Box 66 Centerville,Mass. 02632 Box 66 Centerville.oass. 02632 Type of Building: Dwelling XX No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4440 gallons per day. Calculated daily flow 4 X 1 1 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1 500 + Box Type of S.A.S. 6-100 cultec 100 ' s Discription of Soil Loamy sand to clay & loamy sand.A dig out will be done. 5 all around and under the SAS. Nature of Repairs or Alterations(Answer when applicable) Omitting cesspools. Installing 1 —1 5 0 gallon tank, 1-distribution box and 6 100 cultec rechargers.Will instal 3-rows of two 100 cultec rechaRGERS There will be 6 ' between room. 4 ' o stone around. < Date last inspecte : (,tJ l ,�, p� f � Q✓� Ilk.✓�� G''1 Agreement: /V' , g s 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 a - not to place the system in operation until a Certifi- cate of Compliance has been issu d by this oar 'o. H alth. I Signed � Date 9I6I0;0 Application Approved by Date 7/7/ty y Application Disapproved for the following reasons t Permit No. 2d7/f) - S 7- Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,'that the On-site Sewage Disposal System Constructed( )Repaired ( )UpgradedM) Abandoned( )by 'J-.•P:'MAcomber & Son Ins. at 25 Mount Vernon Hyannisport,Mass. has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'Ccv?) 'S Z V dated 7 Installer J.P.Macomber &, Son Inc., Designer J.P.Macomber & SON c. The issuance of this permit s all n t be construed asa guarantee that the system u, ction aA de i ded. Y� Date /4/ ZGr-U Inspector No.ZQ7lG/ - .57?, -------------------------Fee � 50.00 THE COMMONWEALTH OF MASSACHUSETTS 7 PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar *pglem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade�X)Abandon - Systemlocatedat 25 Mount Vernon Hyannisport,Mass. 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 omit. (� 9 Date: 9��/ T�tt� Approved by 1/6199 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) l,Joseph P.Macomber Jr. , hereby certify that the application for disposal works construction permit signed by me dated 9/6/0 0 concerning the property located at 25 Mount V Trion H.y-ann _s art MA.P -► meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I'and the percolation rate is less than or equal to 5 minutes per inch. • There are no wetlands within 106 feet of the proposed septic system • There arc no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. The bottom of the proposed leaching facility will mLbe located less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable) • If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will M be located less than fourteen(14) feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation ' +the MAX. High G.W. Adjustment. m DIFFERENCE BETWEEN A and B op SIGNED DATE: 9/6/00 (Sketc roposed plan of system on back). q:hculth folds:cat ' 119 - T .f N 1 I a � ` I e TOWN OF BARNSTABLE � LOCATION GSM OUOr VC RAZOAl SEWAGE 0000,.. VILLAGE &XA"/SPQ f ASSESSOR'S MAP & LOT 0 7 INSTALLER'S NAME&PHONE NO. M A C O m 9 e fi' S o,,v SEPTIC TANK CAPACITY /,�—O 0 i LEACHING FACILITY: (type)4— C 01V 7A C rC ff (size) /001 S NO.OF BEDROOMS BUILDER OR OWNER t bu%fi� P dtr VN PERMITDATE: 71 COMPLIANCE. DATE: q D Separation Distance Between the: . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well 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 i O rL ( � THE COMMONWEAL TH OF MAS SACHUSETTS i HE ALTH 4 /J ............... ..`. ........OF. ti� �;` i/ Appliration for Ui�pnsal ,ark, Tonstrnrtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Dispo � System at .............. .........•••. ............................ cation-AMAress or Lot No. ............ _.. .................... ................ .....------ ---- - --.. u_ ,.... :x�. A dress a .... ..-`' ----------------- --------- --.s. �_-� c ..... .............. Installer Address Type of Building Size Lot:--_--_--- ........Sq. feet a Dwelling—No. of Bedrooms.._.. .............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ------------------------------------•--------------•------•-•--•--......-•--•----••---.. W Design Flow.....�.�_ _ ------••-------_-gallons per person per day. Total daily flow...............(71C.-C ...............gallons. WSeptic Tank—Liquid capacity/ allons Length. .. Width.6../....._ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length..___ __._ 1. Total leaching area....................sq. ft. 3 Seepage Pit.No------/............ Diameter..../.6_ ..... Depth below inlet............. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed.by.......................................................................... Date........................................ -� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fX Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .................................. ........................ ._ ....._.........__._____...._.____...._..._.._..___._......._....._.__.......... . O Description of Soil............. ••--•••.•-.•,-•.•••-.----- • V ------------------------•----------•---------------------------------------------------------------------------------------••--•---------•-------•------;••---------------•-•-•---•------------------ ° W ' -------------------------------------------------------------------•---- ---•-----------••-......---•--•--• -------•-------------------------------- U Nature of Repairs Alterations—Answer when applicable------ i � ....._C �..............•-•-•••: --�60'''�.---..ems -- ,r� s Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT�� 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has Pn ;ccl v the b rd of - Si Date ApplicationApproved By................. . .....C...... f. ...---- --••-------. ................... ........................................ Date Application Disapproved for the following reasons------------------------------------•---•----•••- ............................................................ ........---••-•....................................•-----------•-•--•-•----------------.....-------•----------------------••••---•---•---••...._......-------------••......-----•-- ••--••-•--•-- Date PermitNo. .----•-�....... .. Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS B-PQkR-Q-GF HEALTH- 0tr kill ........... ..................... . .......................................................................................... AppliratiOn for Disposal Works Titustruction rantit Y, Application is hereby made for a Permit to Construct or Repair an Individual tSewage Disposal System at: • Ve. . . .......... ...........I..­­.1-- .......A............... ...... ...... ................ Location Address or Lot No. ........... ......... .............. ..... ..... X ........ 1-�dklress ..0 .................. ......... ........ 7 Install!'r .......... 4 .............. Type of Building Address SizeLot............................Sq. feet Dwelling—No. of Bedrooms__,...... ......J......................Expansion Attic Garbage Grinder aOther—Type of Building ............................ No. of persons._........._....:_.......__. Showers Cafeteria Other fixtures Design Flow.._..:::::� Z...................................... W ......................gallons per person per day. Total daily flow..................:6�2....I..........gallons. 1:4 Septic.Tank—Liquid capacity/75117dallons Length"/-;:).,-.-. Width..(e-ct%-/...... Diameter................. Depth......_......... Disposal Trencli--No..................... Width.._:.._..._.._...... Total Length-­--.0. Total leaching area....................sq. ft. Seepage'Pit,No....../............ Diameter....Z 6. ...... Depth below inlet..-5 Total leaching area..................sq. f t. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed b ............................. 'y ............................................ Date------------------------- •---_.... Test Pit No. I---------­-----minutes per inch Depth of Test Pit___..._............. Depth to ground water............. (3 Test Pit No. 2................minutes per inch Depth of Test Pit---------­-------- Depth to ground water............_._....._._. ............................................................... 0 Description of Soil......... 7 --------- ------------------------------------------------------------ U ......................................................................................................................................................................................................... ... ---------------------------------------------------------------------------*------------------- U ---:. .................................................... .............................. Nature of Repairs or Alterations—Answer when applicable......A.... • ........................ .......... ----------/ ....... .7............ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI71F, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been-issued-by the bod'rd of health- S Sign ed. .- ------ ----------------- Date Application Approved By.........= ........... ......................... ........................................ Application Disapproved for the following reasons:...................................................­-�--------*...... Date ................*­-------------------— ..............................................................................................................................................................I.......................................... 17�Permit No....._ -_--_-- �.:�- Date Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH u 0" - . ....d.......0........ 0 F"�....... .................. Trortifiratr of Toutplittttrr THIS IS TO CERXIFY, That the Individual Sewage Disposal System constructed or Repaired by......................�­:�>..........�- TY�. ....................................................................................................................... Installer at------­----------­--------Vc .....!j. 77 ---------------------------- has been installed in accordance with the provisions of T T L:7r.] 5A The State Sanitary Code as described in the application for Disposal Works Construction Permit NoUE4 C­/=>� ------­---------------- ...... date(,------- I---1 7...... ----................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FYNCTION SATISFACTORY. DATE................. Inspector.. L/ ...................................... .............................................................................. ----------.---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH kJ J C....... ........... ...0 F........� LV .... ............ ...... ..... N( ....... FEE ........ Tonotrurrtion " rutit Permission is hereby granted........... .... .......... ------------------------------------------ ................................ to Construct or Repair e),-an--Individual Sewage Disposal System atNo.. . ........ `�: -kkkj 11�............ . .....�­-, V --(, , ...................... ---------- as shown on the application for Disposal Works Construction Permit No­��­9�- ,Ijated......5f//!­/­V4101............. .......................................... - -------- --------- C, Board of Health DATE...... --------- TR n D a sl i T Li "P` rA z L ----------------------- ------ Pro s DI RECTIONS:IRECTIONS: ASSESSORS REF: Mop 287, Parcel 097 From Hyannis - Follow Main Street and turn left at the Proposed Proposed light onto Sea Street, stay right onto Ocean Avenue. Turn 30 50 Thrust Blocks -20 D-Box left onto Hyannis Avenue and turn right onto Mount Vernon OVERLAY DISTRICT. Z 70, Avenue at the stop sign. #25 is on the left. AP - Aquifer Protection District 1Z5' /icce Proposed Per .'N Vent e NIF Z -207-131- FLOOD ZONE: John W. Jr Elizabeth 0 Campo Zones X (Min Flood Hazard) Deed C;748JO,5.& 11j941 279 Community Panel No. 6' Stocka $� #250001 0568 J e 53, July 16, 2014 50 Proposed Leach Field See Detail View Utility Po/ do REFERENCES: 20.8 Deed Cert. 166409 & 166408 LOCATION MAP Utility Plan LCP 20179D (1--2000±') ---------- Garage Pole Existing Hedge With Living to be Removed roposed Above 1000 0911on H-20 Gravel Drive, ZONE: AI/F f Pump\,Chamber n RF-1 Proposed.1 Area (min.) 87,120 SF (RPOD) Katherine G & H D-Box Alverson /// Trustees" L. Frontage (min) 20' Katherine G. Al stees Grovel Width (min) 125' Verson Mass Trust 1 N Drive Deed 25J971147 Propose-d-- Eo-wn 42.0 Setbacks: C11113 -Comportment Lawn) Fron t 30' co 1500 Gallon H-20 / f Septi T k Wot r Side 15' c 0,7..... `G pit Garage Rear 15' 1P Existing Pipe C, 0 With Living Shown on Tie Cord,-1 Vent Above PERC TEST. 20-66 Invert to be Copfirmed 50 Prior to Construction PERFORMED BY.CHARLES ROWLAND,PE- SULLIVAN ENGINEERING Overall Phan View Law &CONSULTING,INC. S1 #25 wr� SOIL EVALUATOR NO 13586 Waterline Location to be------- 9.49 IS/ -DONNALDDESALARAISP-S.-TOW OFBARNSTABLE Scale 1 20' Confirmed 15rior to Construction 2 $ty w1f WITNESSED BY. APRIL 9,2020 N Water line to be Existing- Stone Dwelling SITE PASSED Sleev6d with pressure tested Septic Tank Patio / ll / To be Removed cV ciass 150pressure pipe to e sure watertightness When -2 Crossing for 10 on Either Side oy ...........TEST HOLE- 1 EL. 17.5 TEST EL.17.3 A LAYER I OYR,312 . ..... A LAYER I OYR 312 PC C', ..... < 21.1' . ....I.......................VERY DARK GRAYISH ............................ 16.8 ....�LO AM............... .... 16.6 .,......-.-.-.BwLAYER 10YR 516 ....,. M, 10�516-........ ................................ ......... ......I....... .........I........................BROWNISH YELLOW.,:..,_-:. -.-.-....-.BRO.1i M� W:YELLOW............. i ............ ................. 28' 15.2 28" JANDY-10AM'.'''' 15.0 Lawn ...... .. 2/1...... .......... Cl.LA ........... . ................. .................. . ................. ...........CLLAYElt,10YR �. .. 0 ..... ... ................ ............. . . ..... .... ............ q) ....... ............. ............ ... . ... .... .. . ............. . ............ Lot 9 CAS S]. 4OAM 9411 ......­­*-*- "-$XTX;O 9.94 ..,.,. 9.7 r-1cl Detail DI-mView .. Lot Area 25,500± SF ........ ...... .LA ........ . YE 4-A`Y).$!J,50....... ........ ............ ...... ........... .... . . R.M QUEM On _S0.GRAY... ..... .. ... . C,5/0 Existing SAS SH.0 Y, .... SANDY`.CLAY1OAM.'.*..'.*.... z 6( to be Abandoned or Scale 1 10 132" 6.5 1320 6.3 Removed As per 310 CMR 15 ......... lit Rail F-ence 11 SEPTIC NOTES 11183 L8 15-W I.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours NIF Prior to Any Excavation For This Project the Contractor Shall Make Ka th erin e G. GIB 06 the Required Notification to Dig Safe(1-888-344-7233)and contact TEST HOLE-3 EL. 18.3 TEST HOLE-4 EL.18.6 Alverson /// & Harry L. 60.00, ........ ...... Sullivan Engineering&Consulting Inc.(508-428-3344). .... 312. v ............''.,.,A.LAYERJOYR312, � G. Alverson A4ass Trust 1 IVIF dkAkBH-hk6W­W­ - Katherine G Trustees 2.The Contractor is Required to Secure Appropriate Permits From Town ........I................ ... .....I... ...I I....... .........*.,, .... ..................... 1147 Alverson /// Trust A183- .38, Agencies For Construction Defined by This Plan. 808 .......... 17.6 81F .... _L0 AM. . ...... 17.9 Deed 25,397 Katherine G. & Harry L. Katherine G. Alverson ees NIF\- 15 W 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall %v..........BwLAYER Bw LAYER-IOYR.5/6.-.-.-.-.-.-,-.-,- A4ass ................................... ................................. Deed 25,39711,j Trust 2 Hawthorne C0tt0N.LLC 11D i Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to ...BROWNISH YELLOW.v.:..... ....BROWNISH YELLOW .......... ............ .. ....... ..... .............. clo au gusto Moravec NIF Assure Watertightness. In General,Water Lines Shall be Constructed in 3001 15.8 301 . LOA 16.1 Deed 2405015,3 ?1, . 1. YER.I0YR:V1*.*.,.,.,...... JOsepth F. Shay, Jr. CooMination With COMM Water,and Shall be in Accordance 4811 EL.14.0 ...........Deed 2j992172 DESIGN DATA With 248 CAR 1.00-700&14C�. ...... .....BLACK................. ............. Single Family 4.A Minimum of 9"of Cover is Required for All Components. PERCIED 961? 96" . ..... 10.6 GROUNDWATER C2LAYERIOYR514 C2 LAYER 1 OYR,�514 3 Bedroom @ 110 GPD(330 GPD) 5.All Structures Buried Three Feet or More or Subject No Garbage Grinder to Vehicular Traffic to be H-20 Loading It is the Engineer's. ENCOUNTERED YELL097SHBROWW 1321 YELLOW1SHBR6WN 17.6 Garage with Living&)Gtchen Above Recommendation that H-20 Always be Used 1321 MEDIUM SAND WITH FINES 7.3 MEDIUM SAND M771 FINES -lBedrvorn@Il0GPD 6.Install Watertight Risers and Covers to Within 6"offinished Grade No Garbage Grinder D-Box,and One Leaching Chamber.Risen and Coven to grade to be • Total Daily Flow=440 GPD Installed Over Septic Tank Inlet;Outlet;Pump Chamber Not and Pump Conduit Thru Chamber For 24"0 Manhole Use a 1500 Gallon 2 Compartment Tank All covers are to be maximum 18"for concrete or 24"Cast Lron. Power & Float Cables Frame & Cover 9 Min. First Chamber to be Min 880 Gallons 7.Septic System to be Installed in Accordance With 310 CAIR 15.00& 020 Finished Second Chamber to be Min 440 Gallons 248 CAM 1.00-ZOO Latest Revision and the Town ofBarastable TEST HOLE-5 EL,20.2 Grade Cover Board ofHealth Regulations. v. ...... .A LAYER 10 YR-212........... LEACHING AREA 8.All Piping to be Sch 40 PVC. spec ion Port 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum VERYDARKBROWN.... ..... 4" Perforated PVC Pipe Placed 440 GPD/0.74(LIAR)=594.6 SF Required 6F. ....... ....SANDYLOAM 19.7 Finish Grade Vertically Down Into The Stone Sump of 6". To The Soil Below W/ Screw Cap Bottom Area=(16'x 42)=672 SF Provided .-.Bw LAYER-10YR 518.... ..... 4"0 Sch. 40 PVC 10.The Separation Distance Between the Septic Tank Inlets and .......... G�_ To Within 3" Of Finished Grade 672 x 0.74--483.8 GPD ......:..YELLOWISH Bk6i� From Septic Tank Drill 118"0 Hole Outlets Shall be No Less than the Liquid Depth.Irilet Toes Shall Extend ................11......... Golv. Cho" For Drain n 9 ",��Compacted Fill Filter Fabric a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 32f SAND 17.5 3' a X. LEACHING FIELD DESIGN ...........C1.1 Emerge.ncy Storage Inv: 14.95' To D-Box Below the Flow Line,and Shall be Equipped With a Gas Baffle.The tank outlet ...... Volume 519 Gal. (n Min. 2' Cover All Pipes to be Schedule 40. Use 4 Lines in a shall also be eqWpped with a Zabel Filter. .............................. 2- '.4 OPerforated 16'x 42'Double Washed Stone Field as Shown. 11.Two compartment tank to have a minimum total volume of 1500 Gallons. 78t, ... .. ....... 137. Alarm On El. 12.95 c7 )�� �: - - IPVC Pipe ea Stone C2 LAYER I OYR 614 Z- (b First compartment to have minimum volume of 880 Gallon sand the second Cb LIGHT YELLOW BROWN (a Compartment to have minimum Volume of 440gallons.The two Compartments MEDIUM SAND W1 FflqES Pump On El. 12.75 4' 4' 4' ShallbeInteroonnectedbya min uni four inch vented,inverted U-shaped 081 111.2 Pump pipe NO GROUNDWATER ENCOUNTERED C,4 -11 3 -1 112 which extends below the bottom of the scum layer.The outlet tee of each Pumps Off El. 12.75 a ou e Washed a Stone compartment shall be equipped with a corrosion.resistant gas baffle. 2"0 Sch. 40 PVC CL Threaded Pipe 16' Check Valve 14- Bottom of Chamber El. 10-7-0 Cross Section Of Leaching Bed 4" PVC Vent With Carbon Filter Bottom of Tank El. 10.20 Final Location to be Determined at Not to Scale Time of Installation so as to be as Secure Pipe a 20"0 Min. Watertight H-20 Inconspicuous as Possible 'Bottom of Chamber H-20 Cast:Iron 4110 H.P. Myers Pump Stable C=actd F.F. EL. 19 Cost Iron Cover to Grade or Approved Equal' Bose Cover to Grade Splash Plate Inspection Port *Prior to Ordering Pumps the Contractor .5 F.G. EL. 17.3 de F.G. EL. 17.2 F.G. EL. 21.41 Min Required 15' Must Confirm the Compoiibility of the EL. 20.75' Min. 23.0' Max. Min. Existing Electrical Service Complies 3.75' Existing invert to be Re!-Used EL. 16.5 See Note 10 1 With Flow Eq Breakout EL. 20.66± jilizers Stripout PUMP COMPARTMENT SECTION DETAIL Installer To & Splash Plate Confirm Prior EL. 15.05 EL. As Required To Any Work Pipe pitch� per linier foot Tog El, 20.00 NOT TO SCALE rF 15.3 ........ . ....... . . . .... Proposed Invert Elev. EL. 14.9 D-Box EL. 19.60 .......... ......I.............. . ................... omp. H-20 ... ......... .. ............. Bot. EL. 19.00 Comp. ................ Existing Piping from House 880 Gal. 440 Gala .. ................ ............... ...... ..... .to be Reused, Elevation to be Min Capacity ...... ........ .. .. Existing Invert EL. 15.92 Firs t C Second . .. ..... . ........ ...... ........ ......I............... To Be Installed On Min. Cop. .................. ................................................ .... ........ confirmed prior to Construction I J ................. ..... ..... . .. ... . ........ ...................................... ............. ....... ............... EL. 10.70 Stable Compacted Bose .................... ................I......... .............. ........................ ...... . . .. ... ... . ..... . . ... .. ......... .. ....... .. &R 16 '&-::A11.- EL. 14.0 EL. 10.551 Bedding,"T"s, & Boffel ..op...q.......................................................... ................ ................ ......................... ............................. ......... EL. 10.2 .11� Perched Groundwater as Per Title� 6*'f­:':Thp::-Oa.t.er*.:. ............. .......... ........... 1500 Gallon 2 Comportment 's Per Test Hole 3 ... ,:::::�3 ­:f& :::: ....... ................ . . . .. ..... I ... . I. Y. ­.. .-.111,............... td .......11.............................. .................................... ....... A\A OF kA ComSeptic Tank H-20 1000 Gallon H-20 ............... Woterproof/Seal with 2 coots Pump Chamber Y with.:.J.1.0......... ............ ............................................. EL. 13.7± ........ .................................... Locate Junction Box of Approved Sealant WaterprooflSeal with 2 L T Outside of Tank Coots of Approved Sealant V ID Pump Power & Float Control No. 26 Cables Installed In Accordance With Federal, State & Local DEVELOPED PROFILE OF SEPTIC SYSTEM Bldg. & Elec. Codes I Alarm To Be On Separate -�SIONA� Service From Pumps LEGEND: 112"0 Golv. Pipe NOT TO SCALE CDT Cedar Tree For Float Support W4� 0 To D-Box I I JJ HT Holly Tree NOTES: PREPARED FOR: PREPARED BY. T/TL E. Site Plan DT Deciduous Tree 4"0 Sch. 40 PVC 24"0 Open Nicholos McCobe • CT Coniferous Tree Proposed Septic Upgrade ing Above 1) The structures shown were located on the ground Engineering & From Septic Tank For Manhole by conventional survey methods on April 10, 2020 Woodly Property Trust C-a--) Uti•lity Pole Frame & Cover 2) The property line,information shown hereon was consulting, inc. At -E- Electric PO Box 33224 compiled from available record information. This plan -G- Gas is for permitting only and not to be used for deed (508)428-3344•P.O. Box 659-711 Main Street, Osterville, MA 02655 description or recording purposes. lAnnue Los Gotos CA 95031 25 Mount Vernon A tv . • Wetiond Flog secl@sullivanongin.com www.suilivanengin.com Light Post PUMP COMPARTMENT PLAN VIEW DETAIL 3) The datum used is NAW 1988 based on RTK GPS 10-Detoil View 0 5 10 20 40 Draft: CTR Field: Bamstable (Hyannis Port) MaSS. 0 C131DH 20-Overall View 0 10 20 40 80 WHKIJODICTR LQ SCALE. Cn 6mo Emu -25. Elevation Contour As Noted Project: MCCABEISHA Y Project#. 4000010 _T _OHW_ Overhead Wires NOT TO SCALE Review: JODICTR COMP.: C TR D A TE: May 13, 2020 'locks 6117 d!3ox T5""