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HomeMy WebLinkAbout0385 LAKE SHORE DRIVE - Health 9999 Sandwich Barnstable Town Line (AKA) 385 Lake Shore Drtive, Marstons Mills M0I -71411c' A— 014 - 010 _ I ��}} TOWN OF BARNSTABLE r BLOC 1xO1VJI�Jp�'l_: .D/►• SEWAGE#"0/� VILLAGE 'f`rhSSESSOR'S MAP&PARCEL Q//el-6j10 INSTALLER'S NAME&PHONE NO.5'045"li'`�d_9730 JDSCi `�9`'�ro� SEPTIC TANK CAPACITY /GUU LEACHING FACILITY:(type) 4!!fXfI44 � size) NO.OF BEDROOMS, r OWNER.,4�r &exOlJ PERMIT DATE: d ,g/% COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BYA�111, N'qA CJ<JA /ov 6 a 1-31_ � �i z 3z ` �c a ,✓ No. "'/ /i G�—// 'N� Fee 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION—TOWN OF BARNSTABLE, MASSACHUSETTS Ye ftpliLation for BispoBal *pstem Construction Permit Application for a Permit to Construct( Repair(GYUpgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Ad ess or Lot No.3��Leq 151710/'l_— 01^1 d wner's Nam ,, ddress,and Tel.No. Assessor's'_vlap/Parcel IWIf-r f d V5 /'`S Installer's ame ddr s and Tel. o. J�0 "z/20- 973 g Designer's Name,Address,and Tel.Nos08.527—.3600 / l,¢!01 -G VIjl,4rsf.a/lS ..O I Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) :3 gpd Design flow provided S2 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) J/�/STlgl� /1/f=Gl� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. gned Date Application Approved by - Date Application Disapproved by Date for the following reasons Permit No. _ o Date Issued No. (�)W —CA Fee THE COMMONWEALTHrOF MASSACHUSETTS Entered in omputer:Vy PUBLIC HEALTH DIVIS,IONr' TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation foT Vsposal p8•trut Construction Permit Application for a Permit to Construct(4�--Repair(�)_Upgrad&( ;Af5andon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �.�L k J1,j' /-/= Qrj t/j-Owner's Name,Address,and Tel.No. 1 Assessor 1�1 parcel `r rtc w � Jo rs'1r Installer's Name,Address,and Tel.No. f'06-y2o-y'73 8' Designer's Name,Address,and Tel.NoS-.OF-.SZ 7-36D0 ✓os-el D C3 �r s r-��S�r�Y� �Nc. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ):,Cafeteria( ) Other Fixtures Design Flow(min.required) �(� gpd Design flow provided J' ? gpd' Plan Date Number of sheets Revision Date Title s Size of Septic Tanks Type of S.A.S. z , Description of Soil Nature of Repairs or Alterations(Answer when applicable)I/7 r ,wiz a) I-I"d f e . Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until'a Certificate of Compliance has been issued by this Board of Health. S'gned Date Application Approved by t Y Date Application Disapproved by Date for the following reasons a Permit No. _ Q =� Date Issued --=------------------------------------------------------------------------------------------------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance TIES IS TO`CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(G,) Upgraded(e--): v Abandoned( )bY �is 5 G'rZZ ? Y<"per 2 at ?95-Zak-1 `�//h 0-ll 1//= ����s /wv!�aheen constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Ng. 2_' j dated Installer(//?, ��p�S Designer =Ll ZA/ bedrooms �j Approved desiFcr, gpd The issuance of tIt s pertsnit shall not be construed as a guarantee that the system willas designe Date Inspector l 1 No.r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 1ipstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at d��= {,'Gj�>jr/ �),� az: 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 m,st be completed within•three years of the date of this erm� it. Date Approved bb I C Town of Barnstable Regulatory Services Richard V. Scali,Director '"BM ` Public Health Division bi9 A�� Nua Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 7 )(Sewage Permit#a D 1 q -a 6 Assessor's Map/Parcel "14 0 l Installer&Designer Certification Form Designer: 4S w a2�C�y Installer: o e s /I C Address: ��/�'� �7z� Address: nOwrr4 X On kiS — 4j L was issued a permit to install a (date) / (install r) septic system at d/vw�✓`ryS S�4a/o �i�24/f based on a design drawn by (ad ess),�,eSG9K�s)u,q Vk- S,0,,1a ,e4 • ��'� y-,rr dated 7-,3/—/ 9" � (designer) 41 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. Stripout (if required) was inspected and the soils were found satisfactory. I certiA, 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. Stripout (if required) was inspected and the soils were found satisfactory. the Ucertify A approval 1 ttethat the systers(if applceableb)ove was construct.� iFgrp�ssgance with the terms of DAVID D. � FLAHERTY,)R. taper's Si afore) No. 1211 ' &6'1STEQ�O S"441 TART N� (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:loffice formsldesignercertification form.doc �.` :,i; L Massachusetts Water Resources Commission/Division of Water Resources ' WATER WELL COMPLETION. REPORT I WEL L CATIO Addres" City/Town G.S.Quadrangle Map r Grid Locat' n I QwnRA Addre V�IELL USE CONSOLIDATED WELL Domestic trr�g/Public ❑ Industrial❑ Type of Water-bearing Rock Other Water-bearing Zones s METHOD DRILLED 1) From To ? Rotary(type) Cable❑ 2) From To Other. 3) From To 4) From To ,• CASING Depth to Bedrock Length Diametgrc Type UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface Sand: `fine[] medium❑ coarse❑ Date measured Gravel: fine❑ medium❑ coarse❑ f _ Screen: GRAVEL PACK WELL slot# length from to Yes U No Split Screen(or 2nd screen) WATER Q LITY TESTS MADE Slott/ length from to Chemical Biological ❑ Depth To Bedrock PUMP TEST Drawdown feet after pumping + days - hours at GPM. How measure covery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 0 0 m DRILLER Firm Address ` Cit Registration No. Operator s ignature Please print irmprinty 10M-8181.164843 V Fw R i17. No.__ .Y:...�....... ii §:. ass.............................. 41 iP_ COMMONWEALTH OF-MASSACHUSETTS BOAR® HEALTaH 3 Applirativit for Biop.asal Workii Tomitrurtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal 'System at: , ..................................................... Lo i n-Ad ress clot .......YZ. :... � ......................................... ........ � _a �. "'ker Add/r�ess��.......................................... ............... `� .. ft.C� l.X.fa�SAt9.z.---------- .........--- Installer Address QType of Building Size Lot..r9e,,A Q.ra.--......Sq. feet V Dwelling—No. of Bedrooms.... ..........................Expansion Attic (l ,l Garbage Grinder 64)4 Other—Type T e of Building ............... No. of ersons............................ Showers — Cafeteria t� YP g ------------- P ( ) ( ) p' Other fixtures ------------------------------------•--..._..._••... w Design Flow...........! ......................gallons per person per day. Total daily flow.........1%, .........................gallons. WSeptic Tank—Liquid capacity/A'?!!�_-gallons Length............ Width---1.l_........_ Diameter................ Depth.•6.......... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........... ..•__-- Diameter........ :`__._._. Depth below inlet...0: ........ Total leaching area../IV ....sq. ft. Z Other Distribution box (I ) Dosing tank ( ) ,iC '-. Percolation Test Results Performed by.................................______.c_. .r_.. .!Sr!......... Date....................................... 14 0_- Test Pit No. I................minutes per inch Depth of Test Pit.....<............ Depth to ground water_____. ... f? Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.. `!. a ------------------------------------ --•-•-•-....... •-------------------- •----- ---------------------- -•----------------- •----------- .------------- ....... •-••- 0 Description of Soil........................................................................................................................................................................ x U --------------------••--•----•---------•-•-------._.....-------••--•-•----.........-•---.........---...••••-•----•-----••--•---------••••---•---••---•---------•-•----------.._..-•-••----•...-•--•••... w UNature of Repairs or Alterations—Answer when applicable............................................................................................... --------•---------------------------------------•-•---------------------•----------•----•-•--•---------•---.....----------------------------•--•-----------------------•----....._..•••-•-•............. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL% 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance hVD ,ssuthe board of health. 1/f�� Signe -- -• --•- -•------------------••-----•--------•-•. f'_h ��(M9.rate Application Approved By.....---•-- s .................................... ......... Date Application Disapproved for the following reasons--------------------------------•----•-------•---------•---------------------•--•--------- ------------------•--- -------------------------------•---------...... ---------------------------------------------------------------------- Date PermitNo......................................................... Issued....................................................... Date Massachusetts Water Resources Commission/Division of Water Resources WATER WELL COMPLETION REPORT WELL L CA ION Address ' City/Town z. _.... G.S.Quadrangle Map ; Grid Location Owne[ Address ,WELL USE CONSO 1 LL Domestic 5( Public (3 Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones METHOD DRILLED 1) From To Rotary(type) Cable ❑ 2) From TO Other 3) From To 4) From To CASING tl Depth to Bedrock Length Diameter, Typep_LO-A,6tineUNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials \ Feet below land surface__ Sand: fine❑ medium[coarse Date measured 1 Gravel: fine❑ medium❑ coarse❑ GRAVEL PACK WELL Screen: ,y Slot* !y length from-to- Yes ❑ No Split Screen(or 2nd screen) WATER Q ALITY TESTS MADE Slog ' length from to Chemical / Biological ❑ Depth To Bedrock PUMP TEST Drawdown_feet after pumping - days hours at/O—GPM. How measured Recovery feet after hours. I LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 0 m DRILLER . Firm Address City , Registration No. perators �gna ure Please print rirmly ` 10M-8181-164843 No_........ ......... ............................ A[S COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................OF..................�_2e ............................... Appliration for Dhipasal Workii Tonstrurtion ramit Application'is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at:, I ✓ -;........... tt v M .................... ............................. ........ Ze........A— f 4 .......... ............................................... L Io'.dres")4 r 0 a6t................................................ ..... ... ....... .............................. Owner Address, .... ­n ... .......................................... ................� ' ........................... -------------A.--"\......1�k Installer Address Type of Building Size Lot.Z-2It.l.c.c...........Sq. feet U Dwelling—No. of Bedrooms............Z-------------_--...........Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures Design Flow.......... ........................gallons per person per day. Total daily flow...--------------""?j------------ ................gallons. 9 Septic Tank—Liquid capacity/��!_..gallons Length---15�......... Width.-I/.......... Diameter................ Depth._.......... Disposal Trench—No.................... Width_....__........_._.. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........_._-_____-- Diameter....._..:.._..___ Depth below inlet._d_.z-E......... Total leaching area.�?..f-........sq. f t. Z Other Distribution box (t Dosing tank ( ) '--- ............. Percolation Test Results Performed by........ /"-._e ­-.!.......... Date........................................ ------------ -----**Pit................ Test Pit No. 1....2..._._.minutes per inch Depth of Test . .....:­----- Depth to ground water------------------------ f74 Test Pit No. 2................minutes per inch Depth of Test Pit---------_------�... Depth to ground water�-.�-a'/_-- 9 ......................................................... ---- 0 Description of Soil........................................................................................................................................................................... ............................................................................................................................. U ............................................................................ ........................................................................................................................................ .............................................................. U Nature of Repairs or Alterations—Answer when applicable._..............................:t............................................................... ........................................................................................................................................................................I----------- 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 undersigned further agrees not to place the system in operation until a Certificate of Compliance has en issued by the board of health. has Signe ...................................... / ale Application Approved By........... . ..... .................................. ­ Daz40........... Application Disapproved for the folloiving reasons:............................................................................................................. ....................................................................................................................................................................................................... Date PermitNo..................................................I........ Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF (gatift-ratr of (tantotattre THIS IS TO CERTIFY That the.Ind;vidual Sewage Disposal System.,constructed or Repaired by---------------------- ..... ... .................................................................................................................................. e,IzAtaller at...................... jr ............. .?7A ................................................................................................. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......93/�__V.>AT......... I dated................................................ THE ISSU NCEA F THIS CERTIFICATE SHALL NOT BE CONST S A GUARANTEE THAT THE SYSTEMf ' .. tlU� ION SATISFACTORY. DATE. ........................................... Inspector... ... .......................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF............................................................ AI No................... .... FEE...X�.............. Disposal leark T., vastrwfivit "prrutit Permissiog is—hereby granted......................... ......... to Construct �:f.�k i%ual. enrage Disposal System ,g.,ReDair an I iv ..........at No.... ............. .................-------------- ............................................................. Street as shown on the application for Disposal Works Construction Permit No..................... Dated.._....___..___....................._..... ................................................................... Board of Health DATE FORM 1255 A. M. SULKIN, INC., BOSTON Loi"Number: Bot # C033 Da' 5/16/84 BARNSTAbLE COUNTY HEALTH DEPARTMENT` SUPERIOR COURT HOUSE O BARNSTABLE, MASSACHUSETTS 02630 IyAS$ DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2'511 3&jko Uj�sT EXT. 331 Client: Saund West Assoc. Inc. Collector: Meehan Well Mailing Address: 246 Main--Sf—. Affiliation: Hyannis, MA 02601 Time & Date of Collection: 5/14/84, 3:40 p.m. Telephone: 778-4911 Type of Supply: well water Sample Location: Lot 36 Lake Shore Dr. Well Depth: 501 Marstons Mills Date of Analysis: 5/1.5/84 Parameter Sample Result Recommended Limits Total Coliform Bacteria/100 ml 0 0 pH 5.6 Conductivity (micromhos/cm) 4_5. 500.0 Iron (ppm) <0..05 0.3 Nitrate-Nitrogen (ppm) <0.04 10.0 So --dium (ppm) 20. xx Water sample meets the recommended limits of all above tested parameters. Water sample has higher than average levels of nitrate. Future monitoring is recommended (2-3 times per year) . The low pH of the water may shorten the useful life of the house's plumbing. Water sample may present aesthetic problems due to Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. Water' sample is not recommended for human consumption due to Retesting is suggested. REMARKS: CC: Barnstable Board of Health cif CC: Meehan Well Drilling Lab Director 11/7/83 La A jg .u o r AQSA.G E- G cz,N O G cz.,, ,�.d25 ,ec SEPTIC, TPQK0,3 G - - • USA l000 GA%-. _ _ /zS.9a -- o% , 'S/l�i�ct/,4 L L A��.�4 = /So S F• f� I /19�1•T � I oSo S.F, X z :S = 37 S 6-f?y I 110,9.7 I o s ,ear: i "141 z A�IAI :::)2�ss g a OF MgSs� fG�� q - -c VJILLIAVI Gu��! �� DAVID. cyG Q y C. NYE y /o7 -o S. �t Na. 193:4 NoH29976 w O o _P.po� LIST E��p� A��FG/ST F�� � moo N� SUW4� �FE ! NAL� 107.9 I Top FNUt 10ov INV. s4,Q�o/L._ �000 D,ST. I Nd. SgpTiC. /OS8���. , , �.s/.a.sy� ,�� /ems•z /os, `/ S723,V A ' I IGE2T► i-ice Q!o-r PLA►J P R U F I L -r 1 o rJ •�v. .5,4•v:-7c�t//ch' I I /y yo,•daT L o[A _ Nf.9.�S-��/S/S'I/�L�t/ 9S© Wo' SCP.LE 5GALE j p>_A tJ R E F E 2E N GEs i 'f H AT �.u D If ,oLtt/•��. Z-7 Zo W►� o21-LST� E' A WV 1 S OT oGp.TED W 1TN1 1d Loo t_ / IN � BAKTE�e ►..IYE INS• oe'S � AEG I S-c�Q,Et'D 12>l� Can p►d AN OST�c2VILLE • -tu,5 p Ja S NT S e Y � -r NE p1_FSE-r5 6UOUL < . -- .6U APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS t LOCATION Lot 36, Lake Shore Drive NO. t7, NJVILLAGE Marstons Mills DATE/ APPLICANT Sound Vest Associates, Inc. FEE_ ADDRESS 246 North St., Hyannis, MA. 02601 TELEPHONE NO. 778-4911 (Non—refundable) ENGINEER Baxter & Nye TELEPHONE NO. 428-9131 DATE SCHEDULED _ Treasurer ( 'pp icant' s signature) • • • • • • • 0 0 0 0 0 0 •a o e 0 e e • e e • • • • e e e • 0 e • • • • • • • e • • • • • • • o • • • • e • • • • • • • • e • o • • • • • o • • e • • • • s • SOIL LOG SUB=DIVISION NAME DATEz L3 TIME_zA EXPANSION AREA: YES yNC �Q� �.�,�,�0,� ENGINEER' TOWN WATER PRIVATE WELL , ����� ,� BOARD OF HEALTH /., . X 1, EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: I PO 0 7- Zo, �oG NZ PERCOLATION RATE: /�/' ' �►(/, p,� o,j ' TEST HOLE NO: ELEVATION: TEST HOLE NO: ELEVATION: 2 /�.o�Y� 3'v� 1 • .,® Z. 2 3 3 4 4 7 7 8 8 � /�✓G� 9 �p ,� 9 10 10 11 11 12 _ 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB—SURFACE SEWAGE: LEACHING . FIELD_L!:�fMACHING PITS_' LEACHING TRENCHES UNSUITABLE FOR SUB—SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT L0CATI� S AGE PERMIT NO. s ® �'Q V I L L A C ews _ � t INSTA ILER'S NAME b ADDRESS °7r o(Z i I U I L D E R OR OWNER sc 0 ry / DATE PERMIT ISSUED DATE COMPLIANCE ISSUED • t `S� 4 61 �ell- LOCUS DATA 3 N a 0� CURRENT OWNER JANET L. HIXON " - ' LOT 35 _ �oQ` � LONG PLAN REFERENCE 273-86 _ X 88.7 / G�J o POND LOCUS � DEED REFERENCE 12477/112 �� / �a 56 a ZONING DISTRICT R2 / RF GP \ \ S 5 z 2.53,25„ PQ- o FLOOD ZONE "X" 7/16/2014 WAKEBY RD. 160 00, LOCUS MAP ASSESSORS MAP 09 (SANDWICH) 'o O NOT TO SCALE: PARCEL 75 / '� _ PROPOSED ASSESSORS MAP 014 (BARNSTABLE) "D" Box 19-0121 PARCEL 010 (M. MILLS) / \\ G OVERLAY DISTRICT ZONE II / \� G 150' TO LOT AREA 20,000± S.F. / o ABUWELL TTERS ` ---96 \ _ / 100' TO 2 LOT 68 / �� LOCUS WELL \95 D.T. #2 \4 —AK (TOWN WATER) SITE & SEWAGE `f' o� EXISTING#385DEC 21K0' Q REPAIR PLAN a 3DWELLM CRUSH D DWELLING _ ` REMOVE EXISTING Q f LEACHING IN U / LOT 36 -� `D.T.H. #1� �94 ACCORDANCE WITH LAKE SHORE ORl I/E 20,000t S.F. O.S p 'j TITLE 5 IN / LKOU �� �- 1 '•.'•'•.'. �:�� o PARTIAL 5' SANDWICH MASS / ..:........:....:.J° o OVERDIG TO 9 ,C" HORIZON DATE: JULY 31 , 2019 / /� 2� 88.4 FIRE PIT PROPOSED S.A.S. OWNER/APPLICANT: / W 1 x 85.1 (2) 500 GALLON�� H-20 CHAMBERS J A N E T H I X O N X 85.1 83� E #385 ! 3 41 (13.0'x25.0' 385 LAKE SHORE D R. LAKE SHORE DRIVE 24" PI BENCHMARK , SANDWICH ' Q 2 SPIKE SET IN S O. SANDWICH ASSESSORS v' Q LAWN. n MAP 09, PAR. 75 _ 0 3 ELEV=92.73 MA 02563 -\�OFs sq 3 24" PINE M SHEET 1 OF 2 4 r EDWARD cy� N o #0 �o 2 53, �- BA STABLE A. 5 ,., L 0 T 69 STONE 2S" AS ESSORS PREPARED BY: No. 98 w 16Q MAP 4, PAR. 010 (TOWN WATER) 00, EAS SURVEY, INC. _ 1 A� .v P. O. BOX 1729 , LOT 3 7 EXISTING 1,000 GALLON 0 20 30 40 SANDWICH , MA 02563 ! SEPTIC TANK TO REMAIN. CELL (508) 527-3600 GRAPHIC SCALE: EAS.SURVEY@YAHOO.COM 1 INCH = 20 FEET NNW mmmmmmmmmmmmmw� ,t . SYSTEM DESIGN RAISE COVERS TO WITHIN 6" OF FINISH GRADE END CHAMBER RISER EXISTING DESIGN FLOW TCF = 96.00 FINISH GRADE RAISE TO WITHIN 6" 3 BEDROOMS AT 110 GPB/D 3-11 GPD GRADE 94.3 ELEV. 94.4 FINISH GRADE OF FINISH GRADE ELEV. 93.5 ELEV. 92.8 FINISH GRADE ELEV 94.5 " REQUIRED SEPTIC TANK 9 3 /�� ///ate /-sue //// 1' MIN.-3' MAX. COVER ___330 x_2__ _ ______T GAL. 8'®S=0.15 TOP ELEV 91.50 EXISTING SEPTIC TANK = __7,500GAL. 4" PVC SCH 40 5' ®S= 0.02 0 0 0 0 0 0 O 0 INV.= 2 M- 0 0 O O o SIZE OF LEACHING FACILITY REQUIRED INV.= XISTING „ O0000 0 0 00000 M�• 92.20 10'EE 14 TEE INV.= * �+' INSTALL 92.00 6" O 00 00 0 0 00000 DESIGN PERC RATE ___<_2 ____MIN./INCH GAS BAFFLE 3 OUTLET TWO 5'-0"x8'-6"x3'-0" CHAMBERS LONG TERM APPL. RATE_0.74_GPD/S.F. 4'-1" LIQUID LEVEL H-20 DB3 PARTIAL 5' SIZE OF LEACHING SYSTEM PROVIDED: INV.=90.77 INV.=90.50 o w OVERDIG TO INV.=90.60 S.A.S. (13.0' x 25.0') a� E "C" HORIZON 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. DATUM: 0 88.50 PER 310CM R "T" REQUIRED PARTIAL 5 STRIPOUT � � VERTICAL DATUM: EXISTING 1,000 GALLON 15.255 SAND USING H-20 CONCRETE LEACHING CHAMBERS MSL± / BARNSTABLE GIS SEPTIC TANK TO REMAIN ELEV. 83.50 WITH 4' OF STONE ALL AROUND BENCH MARK USED: BOTTOM (13.0' x 25.0') = 325 S.F. SPIKE SET IN LAWN ELEVATION 92.73 CONSTRUCTION NOTES: SIDE WAIL (13.0' + 25.0') 2x2 = 152 S.F O p 0 p O o o 0 0 01 477 S.F. 19-0121 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 000001 o o 0000 0 477 S.F.x 0.74 G/SF = 352 GPD ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 0 0 0 O 0 0 WORK ON THE SITE. p 0 p 0 p o o p O p O p 352 GPD PROV > 330 GPD REQ. = 22 GPD RES. SITE & SEWAGE 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE I--4.0 5.0' ---I--4.0� NO (GARBAGE DISPOSAL / GRINDER ALLOWED) WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.- REPAIR PLAN 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING �- 13.0' --I 385 MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND SIDE VIEW D.T.H. #1 ib D.T.H. #2 ib S.A.S. AREA IS PROHIBITED I DATE: 7-23-19 DATE: 7-23-19 GROUND ELEV. 94.0 GROUND ELEV. 94.8 LAKE SHORE DRIVE GENERAL NOTES: I CERTIFY THAT I AM CURRENTLY APPROVED BY THE NO GROUNDWATER NO GROUNDWATER 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT IN TITLE V AND THE TOWN OF BARNSTABLE AND SANDWICH RULES SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL A A AND REGULATIONS FOR.SUBSURFACE DISPOSAL OF SEWERAGE. EVALUATION RE ACCURATE AND IN ACCORDANCE WITH 310 LOAMY SAND LOAMY SAND SANDWICH , MASS 2• AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE CMR 15.10 ROU e 1 OYR 3/2 10YR 3/2 ,� ACCESSIBLE WITHIN 3 OF FINISH GRADE, WITH ANY REMAINING 14 14 DATE: JULY 31 , 2019 ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. ______ _ __ _ B B 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE DAVID D. FLAHERTY, CER FIED L EVALUATOR LOAMY SAND LOAMY SAND CAPABLE OF WITHSTANDING H-10 LOADING UNLESS 10YR 5/6 10YR 5/6 OTHERWISE SPECIFIED. OWNER/APPLICANT: 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION �Fp�.TMOF EL. = 90.7 39 EL. = 91.5OF ALL UTILITI 39' JANET HIXON 5. ANY MASONRYEUNIPSTOUSED TO BRING COVERS TO GRADE �TO ANY EXCAVATION. � DA DTH #1 > ITESTATES HOLEDEEP OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. FL E ,J 60" 385 LAKE SHORE DR. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. N 2 1 INDICATES So. SANDWICH 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF Te P-1 60" PFRr TEST SCHMA 02563 THEEFDULE 40 PVC AND LOW LINE AND SHALLALL EXTEND A BE ON THE CENTERLMUM INE ABOVE �4NITAR� NO MOTTLING MEDIUM SAND MEDIUM SAND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 1 NO WEEPING 2.5Y 6/4 2.5Y 6/4 SHEET 1 OF 2 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT 't 126" INDICATES ADJ. GROUNDWATER NO G.WATER 120' NO G.WAER ELEVATION OF THE OUTLET PIPE. NO OBS. GROUNDWATER 126" PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES EL. = 83.5 EL. = 84.8 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC NO OBSERVED GROUNDWATER B O E A S SURVEY INC. DAVID STANTON 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND P. O. B 0/� 1729 SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE DEPTH TO BOTTOM OF HOLE 10.5' SOILDAVID D.EVALUATORAHERTY FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL SANDWICH M A 02563 BE LEVEL __VARIANCES REQUESTED BACKHOE OPERATOR. 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION JOEY DEBARROS TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW NONE SOIL TYPE: 1 CELL (508) 527-3600 AND APPROVAL. PERC RATE: <2 MIN. PER INCH EAS.SURVEY@YAHOO.COM 13. MAGNETIC TAPE ON ALL COMPONENTS. LOADING RATE: 0_74 GAL/SF/MIN „