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HomeMy WebLinkAbout0449 RIVER ROAD - Health 449 River Road �.. .� .�. Marstons Mills A = 060 014009 i I I P, ENVIROTECHLABORATORIES,INC. MA CERT.NO.:M-MA 063 8Jan Sebastian Dr-Unit#12 Sandwich, MA 02963 508(888-6460) 1-800-339-6460 FAX(908)888-6446 CLIENT: DA Scannell Wells LOCATION: 449 River Rd ADDRESS: c/o,Gene Frieh Marston Mills MA 02648 PO Box 1063 Marstons Mills MA 02648 COLLECTED BY: D Pennini SAMPLE DATE: 2/20/2004 SAMPLE TIME. 10:00 WATER SAMPLE TYPE: New Well DATE RECEIVED: 2/20/2004 LAB I.D. #: 0402251 WELL SPECS.: 63' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Colfform bacteria /100ml 0 0 9222 B 2/20/2004 pH pH units 6.5-8.5 5.48 4500 H+ 2/20/2004 Conductance umhos/cm 500 145 120.1 2/20/2004 Nitrate-N mg/L 10.0 1.34 300.0 2/20/2004 Nitrite-N mg/L 1.00 <0.004 300.0 2/20/2004 Sodium mg/L 20.0 16.6 200.7 2/20/2004 Iron mg/L 0.3 0.1 200.7 2/20/2004 Manganese mg/L 0.05 0.037 200.7 2/20/2004 Volatile Organics See Report Bromodichloromethane ug/L 80* 1* EPA 524.2 2/23/04 Bromoform ug/L 1* EPA 524.2 2123/04 Chloroform ug/L 1* EPA 524.2 2/23/04 COMMENTS: *Total trihatomethanes can not exceed 80. Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. ND= None Detected. <=less than >-greater than TNTC=too numerous to count Date0. AqWd J. Saaff Laboratory D ctor New England ChromaChem 6 Nichols Street Salem, MA 01970 978-744-6600 Sample Information EPA Method 524.2 Volatile Organic compounds in Water Client: Envirotech Laboratory, Inc. Lab ID: 402186 Client ID: 402251-Gene Frieh 449 River Road State: Liquid Date Received: 02/23/04 Date Analyzed: 02/23/04 Date Sampled: 02/20/04 Analytical Results Parameter Results (ug/L) Parameter Results(ug/L) Benzene ND 1,2-Dichloro ro ane ND Bromobenzene ND 1,3-Dichloro ro ane. ND Bromochloromethane ND 2,2-Dichloro ro ane ND Brbmodichioromethane 1 1,1-Dichloro ro ene ND Bromoform 1 Eth lbenzene ND Bromomethane ND Hexachlorobutadiene ND N-Butylbenzene ND I sopropylbenzene ND Sec-B utylbenzene ND P-1sopropyltoluene ND Tert-Butyl benzene ND Methylene Chloride ND Carbon Tetrachloride ND Naphthalene ND Chlorobenzene ND N-Propylbenzene ND Chloroethane ND Styrene ND Chloroform 1 1,1,1,2-Tetrachloroethane ND Chloromethane ND 1,1,2,2-Tetrachloroethane ND 2-Chlorotoluene ND Tetrachloroethene ND 4-Chlorotoluene ND Toluene ND Dibromochloromethane ND 1,2,3-Trichlorobenzene ND 1,2-Dibromo-3-chloro ro ane ND 1,2,4-T rich lorobenzene ND 1,2-Dibromoethane ND 1,1,1-Trichloroethane ND Dibromomethane ND 1,1,2-T rich loroethane ND 12-Dichlorobenzene ND Trichloroethene ND 1,3-Dichlorobenzene ND Trichlorofluoromethane ND 14-Dichlorobenzene ND 1,2,3-T rich loro ro pane ND Dichlorodifluoromethane ND 1,2,4-Tri methyl benzene ND 11-Dichloroethane ND 1;3,5-Trim ethyl benzene ND 1,2-Dichloroethane ND Vinyl Chloride ND 111-Dichloroethene ND O-X lene ND Cis-1,2-dichloroethene ND M-X lene ND T rains-1,2-dichloroethene ND P-X lene ND Trans-1,2-dichloroethene ND Meth I-tert-bu I ether ND Recoveries of Internal Standards % Flurobenzene 100 -Bromofluorobenzene 87 12-Dichlorobenzene-d4 107 Method Detection Limit= 0.5 u /L Electronically signed and approved by Mr. Bruce A.Bornstein Date: 2/24/2004 a�� 1 -s53 TOWN OF BARNSTABLE LOCATION SEWAGE# ?Obl AS SSOR'S MAP &LOT �_ 9 /y- VILLAGE Y• r INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ©© LEACHING FACILITY: (type) .— D —(size) NO.OF BEDROOMS. i BUILDER OR OWNER !y j CNCE DATE: PERMIT D OMPLIA ATE: '� / ,D Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site-or within 200 feet of leaching facility) exist Edge of Wetland and Leaching Facility(If any Feet within 300 feet of leaching facility) j Furnished by 7917 A4 = 6,5 3 3. 9 - 5 No. w`a'-"-== '-- ( Fee- ---- _ -- - -- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion,forWell Congtructionpermit { Application 17 is hereby made for a permit to Construct ( Alter ( ), or Repair ( )an individual Well at: Location — AddressAssessors Map and Parcel r . . _--— Owner Address t _- any/ Il--- - ---------- -- ---------------------------------------------——_— — - - - Installer — Driller Address Type of Building Dwelling -------- - -- -- Other - Type of Building----_____—____________ No. of Persons. Type of Well Capacity-------_ ------- — Purpose of Well---S,� o�J�-'ul�.; Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. St date Application Approved By ---- ——-— -- - date Application Disapproved for the following reasons: ----- --- --- -- —— --- -- — -- date Permit No. �7`_"� — Issued—--�-I ��- -- -- date BOARD OF HEALTH TOWN -�OF BARNSTABLE - = C ertif irate Of $compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by------ ---------- ----- — ----- -- --- -- -— -- ---- - Installer at- ---- ----_---_- -- - - -------has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------Dated--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- --------- - -- Inspector-- ---- - -- - —------ BOARD OF HEALTH TOWN OF BARNSTABLE Well Con5tructionpermit No. !��_:"' � —00 ( Fee- Permission is hereby granted (:::'r'tZn'A - to Construct ( t0; Alter ( ), or Repait ( ) an Individual Well at: No. -- Street as shown on the application for a Well Construction Permit No.--- `ram' ——_— D ted- - r �d — ------------------ - 1 .� Board of Health DATE ` ?/0 — . I TOWN OF BARNSTABLE a ®at> LOCATION `/ SEWAGE # Z 01 VILLAGE ASSESSOR'S MAP & LOT 14-6© L- `I INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ® DO LEACHING FACILITY: (type) _ © (size) 6 D NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: P /5( ,D I COMPLIANCE DATE: y13 , 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 3 4 o � /�-5 - gl 13 _� ^ 93 ,E `No.�IT' Q.�'' � Fee sJ5' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS 01ppfication for Miquar *pztem Construction Permit Application for a Permit to Construct(X Repair( )Upgrade( )Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No. �C���J Owner's Name,Address and Tel.No. Assessor's Map/Parcel f� � _ W� ��p / / � Zl—ON11 76 Installer's Name,Address,and Tel.No. f Designer's Name, d ress and Tel.No. rr1 15-r/6-192-1.7 Type of Building: Dwelling No.of Bedrooms Lot Size �' Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets l Revision Date d % ; e6 j Title i�3/ � 6C,0,6 fe /9,' 44/ 1d1T�� ��4`� XI42t 72d,1 � C elx..a Size of Septic Tank 45&V Type of S.A.S. 1�'✓�/�%77 T� �T�'X- � Description of Soil Z� 111M 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 is oard of He Sign Date Application Approve l Date P - f Sign Disapproved for the following reasons Permit No. �U l- Date Issued r<s Fee l ayr THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 4 PUBLICAEALT (VISION-TOWN OF BARNSTABLES MASSACHUSETTS 2p�prication for Mizpogar *pgtem Construction Permit Application for a Permit to Construct(l Repair( )Upgrade,( )Abandon( ) Complete System El Individual Components ✓ � Location Address or Lot No. IZOr' Owner's dame,Address and Tel.No. Assessor'sMap/Parcel. � D/vt2 r 4&5,/,/Zf44MZ Installer's Name,Address,and Tel.No. Designer's Name, dress and Tel. o. uTiy WAT Type of Building: , Dwelling No.of Bedrooms .3 Lot Size l 3 - ",Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow a✓ a gallons per day. Calculated daily flow gallons. Plan Date -J 7W/ Number of sheets Revision Date jU6.13, ZDd / Title 5/ &7- At el V 2 /Z/�L/Zo.4� . •d ,2•tlsTh��s� S Size of Septic Tank /5'•C40 Type of S.A.S. Description of Soil /�/y✓!7 51 /CJ 1 Nature of Repairs or Alterations(Answer when applicable) . a Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by/this oard of Heal r Signe t 1 . a Date Application Approve Date Application Disapproved for the following reasons s Permit No. �' - Date Issued---------------------------------------- t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertificate of compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed O Repaired( )Upgraded(, ) Abandoned( )by'— at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N9401'�5;—:;�r7dated Installer Designer The issuance o, this permit shall not be construed as a guarantee that the s tem will functiorl a§designed. Date 1 Inspector 4V ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 1wi6po$ar *p$tem Congtruction Permit Permission is hereby granted to Construct )Repair r)Upgrade AbandoJ ) System located at � zf^^ s�` y� G� 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 th&cqnit. Date: f ub l J � /0 Approved by bw✓ 4nd 44 t_ t` Bk 1413-5 ,590, 08-13--2001 Applicant may decide to.seek legal advice to prepare a properly worded deed restriction. DEED RESTRICTION WHEREAS74- Ae e��;,�i�of of X,ver (owners name) (address) is the owner of yyf A located at (address) MA (hereinafter referred to as 1-0 f ) and being shown on a plan entitled "Subdivision of Land in �Wt�s �lke MA, Property of et al, duly recorded in Barnstable County Registry of Deeds in Plan Book /Z y , Page s ; end WHEREAS,re as the owfier of said lot has agreed with the Town of (owners name) Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building-permit for this lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from,310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home-on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable Count Register feeds by recording this document, r. NOW, THEREFOR�vsf a does hereb�place the following restriction on (owners name) his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in.title: deedr Bk 14135 PS302 059044 �(f( d may have constructed upon the lota house (address) containing no more than_ ( ) bedrooms. fir►Q // r✓sf �rvsfr e cn' `.,e, (owners name) agrees that this shall be permanent deed restriction affecting L located on � ��'s on the plan recorded,i1 PI n BookZ:L 6/ Paged MA, and being shown For title of?,,,"" e see the following deed: Books Page (owners name) Executed as a sealed instrument this l� Q day of. (date) lorvs" e BARNS'J ABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST n JOHN F.M€AIDE MEJI$TER � 4'rY BARNSTABLE REGISTRY OF DEEDS deedr ..._ • ._......... r V 7.� ....... --- - - o -- 0 �n .. ... 1� _ _ - �nnr........... : . .. ........ _ _.._ ... 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SAND f:S' 116 M �' � OBSERVED GROUND.WATE : NONE INFILTRATOR DETAIL „ , ADJUSTED GROUND.WATER, NOT To SCALE PERCOLATION RATE: L MtN./INCH. _ SOIL. CLASS; �..._.�.,.. EFFLUENT LOADING RATE --O GPD/SF SOIL EVALUATO DAVID SA,NI,C_KI CERTIFICATION NUMSERr WITNESS: GERRY DUNNING DESIGN BOARD' OF HEALTH,. TOWN OF BA S AB E DESIGN DATA DATE OF TEST: MAY 21.987 -.P-6460 NUMBER OF BEDROOMS G.P.D./BEDROOM 110 G.P.D. TOTAL DAILY FLOW 330 G.P.D. GENERAL. NOTES GARBAGE DISPOSAL N LEACHING REQUIRED 330 G.P;D. i. ELEVATIONS BASED UPON NGVD DATUM. LEACHING PROVIDED 600 G.P.D.. ELEVATIONS. AND LOCATIONS SHOWN ON THIS PLAN SEPTIC TANK REQUIRED 1 „Q4 GALLONS . ARE NOT TO CHANCE WITHOUT WRITTEN APPROVAL. SEPTIC TANK PROVIDED 150.0 GALLONS OF THE ENGINEER: AND THE TOWN HEALTH AGENT. SIDEW41- AREA = 25,0,3 S.F, 3. ALL..SYSTEM.C.OMPONENTS ARE T4 BE INSTALLED IN BOTTOM AREA 560 6 S.F. ACCORDANCE WITH S.E.C. TITLE V AND LOCAL HEALTH TOTAL PROVIDED-- t8 0.9 S.F. x 0.74 600.i G.P.D. RULES AND REGULATIONS. 6 G.P.D./TRENCH x I TRENCHES _ G.P.D. 4. ALL PIPES ARE TO BE CAST IRON OR P.V.C. SCH. 40. 5. THE BOARD OF HEALTH AND/OR ENGINEER TO. BE NOTE: EXCAVATE TO EL. 6 OR LOWER AS SOIL NOTIFIED WHEN SYSTEM-IS .COMPLETELY INSTALLED CONDITIONS REQUIRE TO REMOVE, ALL TOPSOIL, SUBSOIL, AND READY FOR INSPECTION. , CLAY OR OTHER UNSUITABLE ,MATERIAL BENEATH THE 6. NORTH ARROW. IS NOT. TO. BE USED. FOR::SOLAR INLET INVERT OF THE SOIL ABSORPTION SYSTEM FOR ORIENTATION. A DISTANCE OF 5' MIN., AND BACKFILL WITH CLEAN SANDS PER 310CMR 15.255:3. 2 jth 02/t0/04. cmW Wopas"w4 MWO *der iwvk" 1Ns tN of. i JTH 08./I3/01 CHANGE TO 3 BEDROOM DWELLING, REV, GARAGE , w. . REV BY DATE DESCRIPTION � �' /l!olj SITE 8 SEWAGE. DISPOSAL. PLAN". . 10 LOT .9, 449 RIVER READ BARNSTABLEI : MA*. aOOD"qmoi 2e APPLICANT: GENE FRIEH` Mo. tarts . ADDRESS:... 465 RIVER ROAD BARNSTABLE, MA, ENGINEER NORMAN GROSSMAN, . R.P.E. LOCUS'MAP ..... SCALE: i" 2000' ZONING DI5T.. FLOOD ZCDNE. --ELtVATtO�t �nc�.�,n IO MARSH VIEW ROAD FIAST FLOOR �7". ,+f , EL.EV°AfiIfJNa FIN: GRADE FIN. GRAa :.OVER : FIN.;t3IADE �V E . TaP of AT -HOUSE. SEPTIC TANK DIST. W :F4U# DA TIflN � ` . I S 1141 f!+ - r• YI • GAS 6AF LE ON OUTLET TEE . .,. r:�1R . ..a SEPTIC:TANK ? r w ' BASEMENT 'Loon �. I U .Q pro -aE $E o ` ELEVATION t�N 6" CRUSHED $TOM h ' �f f" CRUSHED =NE 64SE BASE, •.�t..t,:, ?• D EU ApPRau 7Lr.....$Q.:....�. " : SEPTIC TANK SET;LEVEE.,AND TRUE T4 �GRARE ON W CRUSHED STONE BASE ON ::: Profile not lo. scale MECHANICALLY COMPACTED NATURAL MATERIAL Nv 8.Aw8. WtMth Aw of Prop. "l ppRW Lot:6 sI IV 1 l� i pq�` Sip Lotto �\ V . LOT 10 a -10 ! '. f PLAN REFERENCE. BARNS7. CNTY: RAG. PI:AA '8K 42.9 PG S $fTI PLAN_-�sCALI �'l Ate' i OF SEPTIC SYSTtM PROFILE SOILS LOG & FIRST FLOOR 83 0 _ELEVATION OVER FIN. GRADE OVER FIN. GRADE FIN.` GRADE ER FIN. GRADE OVER PERCOLATION _ TEST TOP of AT HOUSE SEPTIC TANK GIST. BOX SOIL ABSORPT40N SYSTEM 7 FOUNDATION 81.0 74.0 2.0 72.0 TEST HOLE I TEST HOLE- 2 ELEVATION 82.0 Z/. MIN GRADE 0" ELEV. _ 68.0 ELEV. _ SE S 6" OF FIN. GRADE TOPSOIL 8 48„ SUBSOIL P ti s; 2"MIN.DOUBLE WASHED I/8" - 1/2 STONE i . .. � j ^ , = -�=�� ���a � -W __ 8 ,•.a 1;1 Y.v.ad 70.75 b >Lj iw DOUBLE WASHED STONE 66.50 o _ L!4-01� .:. __: i GAS BAFFLE ON OUTLET TEE " p �/ ------------- ---- �;:�? •• Cr �i DIST. - C70/� 7 � 625' = 43.75' 4'-0" 3 1500 GALLON to 6L75' TOT.EFF.LENGTH . ° e', •. 10.83 T.EFF.W L o H-10 LOADING TiSEPTIC TANK `BASEMENT- FLOOR .� TO BE SET ON A -� � L MEDIUM :... H 10 LOADING l - - _ ELEVATION y .:• �,..:,:,..;.•., SAND .,.. ..�;,:► . . ..: G" CRUSHED STONE I_�m,I s e++.) 74.2 G" •-CRUSHED STONE BASE BASE - .. :'.• ••-f• :Isl,4_.�xr,.':v'C'1 .;`:=.`ra''.'• ,�..r� ,1-. '1.Y•-•.r. •Y` ..... 4 • 3 -e es°• ., . •... ,.. . ;...•:. ( ACME D6- OR. ... „ APPROVED RO ED EQUAL ) 71.50 SEPTIC TANK SET LEVEL AND TRUE TO GRADE I6" 9 N ON G" CRUSHED STONE BASE ON ( Profile not to scale ) I MECHANICALLY COMPACTED NATURAL MATERIAL 1/ 192" 52.0 o OBSERVED GROUND WATER: NONE , o INFILTRATOR DETAIL ADJUSTED GROUNDWATER: NOT TO SCALE PERCOLATION RATE: t 2 MIN./INCH SOIL CLASS: I EFFLUENT LOADING RATE: 0.74 GPD/SF' �k SOIL EVALUATOR: DAVID SANICKI CERTIFICATION NUMBER: WITNESS: GERRY DUNNING C BOARD OF HEALTH, TOWN OF BARNSTABLE --� 1 DESIGN DATA DATE OF TEST: MAY 21, I987 2 1 _ i e P 6460 / NU 3 ss f o NUMBER OF BEDROOMS •x / � G.P.D./BEDROOM 110 G.P.D. oGENERAL AL NOTES -IOTA 1 WG.P. _ E L DAILY- FLOW LY F 0 - _ GARBAGE,DISPOSAL NO - - - \\ LEACHING REQUIRED 330 G.P.,D. 1. ELEVATIONS BASED UPON NGVD DATUM. LEACHING PROVIDED 600 _G.P.,D. 2. ELEVATIONS AND LOCATIONS SHOWN ON THIS PLAN a SEPTIC TANK REQUIRED 1500 GALLONS NO T CHANGE WITHOUT WRITTEN ,APPROVAL e p Lot e ARE T O E t7a SEPTIC TANK PROVIDED 1500 GALLONS OF THE ENGINEER AND THE TOWN HEALTH AGENT.PQ` z 17 SI W 250.3 3 A SYSTEM COMPONENTS ARE TO BE INSTALLED IN �. -... �.. -. SIDE WALL AREA S.F. .. ALL 1 ` •. , Q ` BOTTOM AREA 560.E S.F. ACCORDANCE WITH S.E.C. TITLE -V AND LOCAL HEALTH 0 TOTAL PROVIDED- 810.9 x 0.74 600.1 G.P.D. RULES AND REGULATIONS. LS.F. ULE 600.1 I T I G.P,D./TRENCH x TRENCHES _ 600.1 G P D 4. ALL PIPES ARE TO BE CAS IRON OR P.V.C.P,V.C, SCH. 0. 5. THE BOARD OF HEALTH AND/OR ENGINEER TO BE 68.0 NOTIFIED WHEN SYSTEM IS COMPLETELY-INSTALLED $o � �� - __ _ � NOTE.. EXCAVATE-TO EL. OR LOWER AS SOIL R � CONDITIONS REQUIRE TO REMOVE ALL TOPSOIL, SUBSOIL, AND READY FOR INSPECTION. 6. NORTH ARROW IS NOT TO BE USED FOR SOLAR � � CLAY OR`OTHER .UNSUITABLE MATERIAL BENEATH THE: 78 0° °o /.F IN INVERT 'OF THE SOIL ABSORPTION SYSTEM FOR ORIENTATION. 6�. AT40< `� A DISTANCE OF 5' MIN., AND BACKFILL WITH CLEAN < ,& �\ �\ SAND. PER 310CMR 15.255:3. 1 0 J Lot/0 \ ! I ` JTH 08/13/01 CHANGE TO 3 BEDROOM DWELLING, REV. GARAGE �- -� ,%N REV BY DATE DESCRIPTION \ \ �� G� P LOT g � C"L SITE 81 SEWAGE DISPOSAL PLAN 1.30_ AC. VAt a � LOT -9 #, 449 RIVER ROAD BARRISTABLE, MA. ►4ofi6AAN `�i APPLICANT: GENE FR -.I E 28 I EH �( OFMC)6StitAM v+ ROUT �P ►io. t�E ADDRESS: 465 RIVER ROAD errs t BARNSTABLE, MA. l! ENGINEER. NOR MAN GROSSMAN, R.P.E.LOCUS MAP --- SCALE. IM 2000 10 MARSH VIEW I ROAD ZONING� DIST. FLOOD ZONE ELEVATION MAP NO. '. EAST FALMDUTH 'MA. RF G � _ ` V C 508-548-1920 V MAP SEC PC ` PLAN REFERENCE L LOT HSE SCALE DATE DWN, BY /-CK D BY PLAN NO. r BARNST 'CN Y REG. PLAN BK 429 .P _ ._ .__ T . L G 5. SITE `PLAN SCALE _ 40 so 14 9 9 �449 AS NOTED JULY.13 -200I JTH / NG H 691 1