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0106 RIVER ROAD - Health
106 RIVER MARSTONS MILLS A = 078 015 003 TOWN OF BARNSTASJ-E a LOCATION �� y # 161D R�U O- kO cLd SEWAGE # p VILLAGE (1h S c2 b 5 t S ASS SSOR:S M=-Ta�; 0 © 3 FriG r JC.S INSTALLER'S NAME&PHONE N . JF SEPTIC TANK CAPACITY I OO Ck CA O Y1 S LEACHING FACILITY: (type) l_3� 5 00 QAa oh (size) NO.OF BEDROOMS_ BUMDER OR OWNER '1 PERMITDATE: ��' �e'9 COMPLIANCE DATE: Separation Distance Between the: fi 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 y .yam..' • .��� '{ 1Y 1 {{ ♦ t 1 a• 3o` � a, 36` pyi 33 ' A S, P' L S�No ' "" Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,. MASSACHUSE- S ZIpplication for Xkgaal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. p ��d! �� Owner's Name,Address and Tel.No. 7-7 1 10( fit. ctmhom Real�j yuST Assessor's Map/Parcel �.0, �nBC /az, ' K agH o►I1 iS 2C o Installer's Name, ddress,and Tel. o. 509 Syo 3009 Designer's Name,Address and Tel.No. Terse Pates /� � �Cl�t/o� Cam' .�. t �.�.o ec���f Type of Building: Dwelling No.of Bedrooms_ Lot Size 40 413(.sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow v gallons. Plan Date Number of sheets Revision Date A1 A Title % c ;-- cf'�� �L/�,.� ®9-` Aaz� ,K �. Size of Septic Tank�/C2_0 Type of S.A.S. rA4-J'401 �nr�G� r3f� Description of Soil J jFe— ^/f7,/ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Bo of Health; Signed co A Date S" _' Application Approved _ Date Zoe Application Disapproved for the following reasons Permit No. 54 7— �� Date Issued •— 03 No'~ "'" it llllljff/lll Fee A/.��? THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -,TOWN OIL BARNSTABLE,, MASSACHUSETTS 9pplication for W6po5al *pgtem Con.5truction Vermit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. D7- pr ��/ tom, Owner's Name,Address and Tel.No. 7 7 r q to(aMhowe RP"/T vusr � Assessor's Map/Parcel �' 0, l3oK I'vx-/7 T O � ( N anni5 2CO Installer's Name, ddress,and Tel.No. 509 5140 Designer's Name,Address and Tel.No. alve �s7 Pu(mo,, /eve, , Fot Type of Building: Dwelling No.of Bedrooms Lot Size '�3(,sq. ft. Garbage Grinder( ) Other Type of Building T No. of Persons Showers( ) Cafeteria( ` ) Other Fixtures Design Flow gallons per day. Calculated daily flow � gallons. -Plan Date Number of sheets Revision Date 104 Title s/72t Size of Septic Tank r/moo Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this Bold of Healt p h, Signed Date Application Approved ss >lir-++� G�t°/p.�_ i Date .-+ / Application Disapproved for the following reasons / Permit No. 7" 7 � Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSE77S Certiftrate of Compito.nce THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed (x)Repaired ( )Upgraded ( ) Abandoned( )by :OSP No i P� at f a R o� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer SOC E'f h MC4v Designer DO w✓) c�- The issuance of this pe t shal not a onstrued as a guarantee that the sy[st�em-will function asllsigne/alfi Date h / �G� Inspector In 61 Fee /,GF>,�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS mtopont *p5tem Con5trurtton Vermtt Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 106► ���ipti n�._,� �U,i C?..gin< IM I P"Cl. 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 ccompleted within three years of the date of this p, rmit. � / Q Date: �'�'// Approved by== d�TOWN OF BARNSTABLE C LOCATION `f ;ve,r �c1z�I SEWAGE # VILLAGE -MAESIDWS / Al .Q ASSESSOR'S MAP.&.LO INSTALLER'S NAME&PHONE NO. Cn t)nSS Ar E x 14 3 SEPTIC TANK CAPACITY /<S00 �a.l6o ti LEACHING FACILITY: (type) 3 P��. 1.;„o GL-►am 6uc (size) NO.OF BEDROOMS BUILDER OR OWNER ►+� I s PERM TDATE: Ma u i qQ�COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a LIB rs 3£ IDS L, 'IV e p or T.O.F. AT EL. 66.0' SEPTIC PROFILE TEST HOLE LOGS NOT To scALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE AH OJALA, PE ACCESS COVER (WATERTIGHT) To ENGINEER: 65.4' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE JERRY DUNNING 2% SLOPE REQUIRED OVER SYSTEM 65:5 WITNESS: 1/19/99 63.0' FRUN PIPE OR FIRST EEL 2" DOUBLE WASHED PEASTONE DATE: I L 1500 PERC. RATE _ < 2 MIN/INCH PROPOSED \` 3' MAX. GALLON SEPTIC 62.0' 62.5 CLASS SOILS P# 9351 FLtf 62.25' TANK (H- 10 ) GAS BAFFLE 61 . tv'r at J96' 10- �61 .79' 0 61 .67' 500 GALLON LEACHING _ 4' ( 4.5 y SLOPE) \__6" CRUSHED STONE OR MECHANICAL CHAMBERS 4, COMPACTION. (15.221 [21) $ 2' 0 59.67' 0p, E EV. 0" Q 62.5 DEPTH OF FLOW = % SLOPE) ' TEE SIZES: 10" ( 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 & A 0 & A INLET DEPTH = 14,' 6., LS OUTLET DEPTH = 6„ LS LOCATION MAP SCALE 1" 7,17' E E FOUNDATION- 16' SEPTIC TANK 4' D' BOX FACILITY LEACHING LEACHING 9 - LS --10YR 4 1 9,. 10YR 4 1 ASSESSORS MAP 78 PARCEL 15 " B B ZONING DISTRICT: VB-A 31 'f YARD SETBACKS: SL SL FRONT = 20' FRONTAGE ON RIVER ROAD _-z��'�-''-_ 52.5 30„ 2.5Y 6/8 61 .5' 30" 2.5Y 6/8 60.0' SIDE = 30' CUMULATIVE 0 20' 61 GROUNDWATER Ei_. EST. BETWEEN 20' AND 25' REAR = 20' 2- 63-- _ C C PLAN REF. - 533/43 i 71, 1 6' a----..- MED/COS MED/COS FLOOD ZONE: C W/GRAVEL W/GRAVEL FINAL DETERMINATION FOR ZONING COMPLIANCE 20' TO BE MADE BY BUILDING COMMISSIONER. O 10' ��..,�� 2.5Y 6/6 2.5Y 6/6 ---v5--''� - p-� \� LOT 4 Area = 18,4�6 sq.ft O P 1 PROP. DRIV ��� �\ 0.42 y Acres 120" 54.0' 120" 52.5' � 0 U N T E R E D~� GAR � \� N 0 W A T E R E N C � NOTES: � _ 6 F \ 6 SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED 1 . DATUM IS APPROXIMATED FROM QUAD MAP i DESIGN FLOW: 4- BEDROOMS ( 110 GPD) = 440 GPD 2. MUNICIPAL WATER IS AVAILABLE T® PROP. USE A 440 GPu .0 �Cw r�U"vr , n_+.�ll�.Al-II;A PIPF PITCH TO BE 1 /8 PER FOOT. R DWELL. ��\ SEPTIC TANK: 440, GPD ( 2 ) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 5. PIPE JOINTS TO BE MADE WATERTIGHT. DECK \ I4 ;q 1500 'S GALLON SEPTIC TANK TH2 TOP FNDN = 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 66.0 �', LEACHING: ENVIRONMENTAL CODE TITLE V. SIDES: 2(33.5 + 12.83) 2 (.74) = 137 7. THIS USED PLANFOR IS FOL NE SOTAO E WORK ONLY AND NOT TO BE = BENCHMARK: STAKE ON LOT 2 BOTTOM: 33.5 x 12.83 (.74) 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 455 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT AT ELEVATION 50.0' (PT. # TOTAL: 615 S.F. GPD T INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 102) USE (3) 500 GAL. ACME OR EQUAL LEACHING FROM BOARD OF HEALTH. \ CHAMBERS WITH 4' STONE ALL AROUND V 63� 2 LEGEND 61 SITE AND SEWAGE PLAN LOT 3 s so 100.0 PROPOSED SPOT ELEVATION OF 8 9 LOT 4 RIVER ROAD 100x0 EXISTING SPOT ELEVATION ss IN THE TOWN OF: 10o PROPOSED CONTOUR ( MARSTONS MILLS) BARN STAB L E 100 EXISTING CONTOUR . PREPARED FOR: HAMILTON HOMES 20 0 20 40 60 Feet BOARD OF HEALTH MA 1" = 20' APRIL 7, 1999 - APPROVED DATE SCALE: DATE: off 508-362-4541 fax 508 362-9880 OF M of down cape en gin eering, inc. ARNE H. G� ARNEH. OJALA �. CIVIL ENGINEERS No.130L 2 ti q NOJALA8 0� LAND SURVEYORS A�o,�F9fc� n�°\��`�� °ss f Q,� t T I 98-495L4 939 main st. yarmouth, ma 02675 ---- - ------- I A NE H. OJALA, .E., P.L.S. DATE