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Home My WebLink About0028 LITTLE RIVER ROAD - Health 128 Little River :Road Cotuit F/R � 'F[A = 053 008 I 'I i re l AAto C- 1 �` ' S �/''v-I � 2o�z 3 LA.4 All E'S I� i i i , f I I i s a R69 271 2007 16: 21 Law Office of M. Ford 508-430-9979 p. 1 MICHAEL D. Pohl), ESQUIRE ATTORNEY AT LAW 72 MAIM STREET, P.O.BOX 485 WEST HARWICH,RIL 02671 PHONE(508)430-1900 FAX(508)430-9979 EMAIL: mdfesgl@verizon.net ATE: Au,i,-ist 27, 2007 TELECOMMUNICATION INFOR MATION SHEET PLEASE DELIVER THE FOLLOWING PAGE(S) TO: Torn McKean Recipient's Name _- Baanst«ible Board of Health Company -;®f-:862-4644 Telephone Number 508-790-6304 Telefax Number THIS MATERLkL IS FROM: Michael D. Ford, Esquire Sender's Name _.-�508)_430-1900 Telephone Number 508 4 30-9979 Telefax Number TOTAL PAGES 0 (NOT INCLUDING COVER) IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL SENDER'S TELEPHONE NUMBER AS SOON AS POSSIBLE. REMARKS: fie.PertylKozlowsk —28 Little Diver Road Reference is made to my fax to you dated August 20, 2007. The revised playas to the septic system:showing the existence of the coastal bank will be filed with the Board of Health by Arthur Pen-y and Judith Kozlowski within 60 days of the date of this fax. Please confirm with my office that this notice is acceptable to you in order to remove the hold o-ii the building permit. Thank you for your assistance. Michael Ford, Esq. J "NOTICE Of CONFIDENTIALTY- THSSTK4NSM17TALI.I%Y OOFI]'AIN DIF➢REIATION THAT IS PRIVILEGED AND CONHDENTLU.AND ISINTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTFTY NAMED ABOVE,IF THE READER OF TKJSTRANSNITTAI U, - NOT70P'LNT21JDED P__CIPIE;JTOR THE EMPLOYEE OR TNEA ENTRESPONSUILE FORDEUYERING TOTHE LN—DBDAECI9ffM,YOU ARE HEREBY NOTIFIEDTHAT ANY DISSEMINATION,DISTRIBUTION OR COPYING OF ';HIS COM:NUN I— !CATION IS STAMY PROHIBF[ED.IF YOU MAY E RECEIVED THIS COMMUNICATION IN ERAOR. PLEASE NOTIFY US IMMEDIATELY BY 7ELRPHONE TO ARRANGE FOR INSIRUC'TONS AND ADVICE. t e 20 a'Clrl7 11 : 10 Law Office of M. Ford 508-430-9979 p. 1 MICHAEL D. 14ORD, ESQUIRE ATTORNEY AT LAW 72 MAIN STREET,P.O.BOX 495 WEST HARWICH,MA 02671 PHONE(508)430-1900 FAX(508)430-9979 EMAIL:mdfesgl@verizon.net BATE: ALgust 20, 2007 T'ELEC0WIUNICAT70NEVFORMAT'IONSHEET Eil,"LIVER THE FOLLOWING PAGE(S)TO: Toi n 1%,4c.Kean Recipients Name --.--Barnstable Board of Health Company 508-862-4644 Telephone Number `;0E"790-6304 Telefax Number THIS 1-VAT RLkL IS FROM: Michael D. Ford, Esquire Sender's Name � (509) 430-1900 Telephone Number (5(28) 430-9979 Telefax Number ._��..._ TOTAL PAGES 0 (NOT INCLUDING COVER) IF YOU DO NOT RECEIVE ALL THE PAGES, .PLEASE CALL SENDER'S TELEPHONE NUMBER AS SOON AS POSSIBLE. REiAARKS: Re;PerrylKozfowska—28 Little Laver o ad I xvrite to conJi na our conversation this morning that will cause Arthur Perry and Judith h;R�taaxi'.>hi tc• revise plans of their septic system with the Board of Health and show the existenc W of fat coEstal bank. Thank you for your assistance. Michael Ford,Esq. "-C1TICE OF DIR CONWENTLU.RY< T'AIS ZA.\EMM-'L --Y,CONT/AI DR IDN MAT THAT IS PRIVILEGED AND IS INTENDED ONLY FOR THE LEE OP THE INDIVIDUAL OR ENTITY NAMED ABOVE.IFTHBRPADEROPTHISTRANSMITTALLi h'DT THE LVTENDED BECLFUNT OR THE EMPLOYEEOR THE AG3T RE&FONSINLE FOR DEIJV ERM TO THE INTENDED RECIPIENT.YOU ARE HEREBY NOTFEED THAT ANY DISSEMINATION.DLSTfUBUT10N OR COPY W0 01' THIS COLIMUNILATPOI+ISSTRS.'ILY PRORMTED.WYOU HAVER8CEIVED THIS COMMUNICATION IN ERROR, PIEASE NOTIFY US EMMEDIATELY BY TELEPHONE TO ARRANGE FOR INSTRUCTHINS ANDADVICE. r Sr- 1 ( Town of Barnstable i M Z BARNSTABLE. Board of Health rE0 MA'S A P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. December 12, 2003 Arthur Perry, Jr. & Judith Kozlowski 5310 Portsmouth Rd. Bethesda, MD. 20816 Dear Mr. Perry and Ms. Kozlowski, It recently came to the attention of the Board of Health that the soil absorption system designed and installed at,28 Little River Road Cotuit on August 7, 2002 does not meet the State Environmental Code,`Title 5 and the Town of Barnstable Board of Health Regulation, PART VIII, SECTION 1.00. According to the Department of Environmental Protection of the Commonwealth,there is a coastal bank on the property and/or on the- abutting property located within very close proximity to the soil absorption system at 28 Little Road. The designing engineer failed to show the coastal bank location on the plan. As a result the system as designed and installed does not comply with the State Environmental Code, Title 5. In addition, the 274 square feet soil absorption system was designed for a wastewater discharge flow of 203 gallons per day maximum. As built, there is insufficient capacity in the system either for any increase in use or for a change in use to a typical residential dwelling for example. Any such change would require a variance from the Board of Health and/or an upgrade of the system to bring it in compliance with Title V. If you would like to discuss this further you can schedule a meeting with the Board by writing to: Board of Health, 200 Main Street, Hyannis, Massachusetts, 02601. Sincerely, �' O T Waye Miller, M.D. Chairman Cc: Michael Ford, Esq. Daniel Ojala,P.E. J:RevisedCotuit0Y ster2 _ I D FT December 5, 2003 Perry, Arthur J & Kozlowski, Judi h 5310 Portsmouth d. Bethesda, MD. 20 6 NOTICE TO APPE BEFORE THE BOARD OF HEALTH JANUARY 20 2004 SHOW-CAUSE HEARtNG It recently came to our atten ion that the soil abs rption system designed and installed at 28 Little River Road Cotuit o August 7, 2002 oes not meet the State Environmental Code, Title 5 and the Town o arnstable Bo d of Health Regulation, PART VIII, SECTION 1.00. There is a coas 1 bank on e property and/or on the abutting property located within very close proximi to the s it absorption system. It is apparent that the designing engineer failed to show t e coa al bank location on the plan. You are scheduled to appear before th oard of Health at the public meeting on Tuesday r January 20, 2004 at 7:00 p.m. to show- use why the soil absorption system should not be removed from its current location d placed with a system which complies with the State Environmental Code and local ealth egulation. It should also be noted here that t 274 squar feet soil absorption system was designed for a wastewater discharge flow 203 gallons er day maximum. There is insufficient capacity in the system neither fo any increase in se nor for a change in use (to a typical residential dwelling for examp ). Therefore, the oard wishes to make it clear that there shall be no change in use or i rease in use at this p perty without first obtaining written permission from the Board o Health. The hearing will be held in he second floor Conference oom of the Town Hall, 367 Main Street, Hyannis, Ma achusetts. PER ORDER OF THE OARD OF HEALTH Wayne Miller, M.D. Chairman Cc: Daniel Ojala, P.E. Downcape Engineering J:PerryCotuitOyster Town of Barnstable • saxivsrnarE, Board of Health �ArEO MAC 0► P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. July 1, 2005 Arthur Perry, Jr. & Judith Kozlowski 5310 Portsmouth Rd. Bethesda, MD. 20816 Dear Mr. Perry and Ms. Kozlowski, More than 1 1/2 years have passed since our last correspondence to you regarding the insufficient soil absorption system designed and installed at 28 Little River Road Cotuit. The septic system does not meet the State Environmental Code, Title 5 and the Town of Barnstable Board of Health Regulation, PART VIII, SECTION 1.00. According to the Department of Environmental Protection of the Commonwealth,there is a coastal bank on the property and/or on the abutting property located within very close proximity to the soil absorption system at 28 Little Road. The designing engineer failed to show the coastal bank location on the plan. As a result the system as designed and installed does not comply with the State Environmental Code, Title 5. In addition,the 274 square feet soil absorption system was designed for a wastewater discharge flow of 203 gallons per day maximum. As built, there is insufficient capacity in the system either for any increase in use or for a change in use to a typical residential dwelling for example. Any such change would require a variance from the Board of Health and/or an upgrade of the system to bring it in compliance with Title V. Please contact me and provide me with information in regards to how you intend to comply with Title 5 and a timeline for doing so. Write to: Thomas McKean, Health Agent, 200 Main Street, Hyannis, Massachusetts, 02601. Sincerely, Thomas McKean, C.H.O. Health Agent Cc: Michael Ford, Esq. Daniel Ojala, P.E. J:RevisedCotuitOyster2 Crocker, Sharon To: Saad, Dale Subject: Phone message- RE: 28 Little River Rd, Cotuit Joe Cavanough, Esq. 508-477-6400 called. He is representing abutters to 28 Little River Rd, Cotuit. And has called before but has not had a response. On Dec. 12, 2003, a letter of non-compliance was mailed to Arthur Perry and Arthur Perry has not changed anything. He would like to know what the normal steps are in this procedure when people do not comply. Please call (attached memo 5/10/05) 1 Crocker, Sharon From: Crocker, Sharon Sent: Tuesday, May 10, 2005 3:36 PM To: McKean, Thomas Subject: Phone Message-28 Little River Rd, Cotuit Joe Cavanough, Atty at Law 508-477-6400. (He said he had called earlier as well.) He is representing abutters to 28 Little River Rd, Cotuit On December 12, 2003, a letter of non-compliance was mailed to the above address. Joe Cavanough would like a call back to know what the normal steps in this procedure. And what follow-up has been done in this case. 1 QWN OF BARNSTABLE cc- LOCATION 2 F' L/M e ! V el? . Q. �' SEWAGE # 2 doa- ,31 S_ VILLAGE OT U /� p ASSESSOR'S MAP &LOT D S3 INSTALLER'S NAME&PHONE NO. /M A c o M 1 e R t S d N SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /N1/ NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 2 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 ii� Ili , le c�nMy }7 kr ► O ► O 1 J 2 � LlT,rZ e Rt vent Rt� i /� 1 No. 90d.2" . f �z� _ FEE$50. 00 YARMOUTH HEALTH, DEFT, Board of Healtk1406 ROUTE 28 , MA. APPLICATION FOP, DISP8VMMWtffl9tRUCTION PERMIT Application for a Permit to Construct( ) RepaiY XUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location 28 Little River Road Owner's NameGifford Trust Map/Parcel# C O t u i t ,Mass .02635 Address Same Lot# 0 5 3/0 8 Telephone# Installer's Name J.P.Macomber & Son Inc . Designer's Name Down Cape Engineering Address Box 66 Centerville M s Address 939 Main Street Yarmouth,MASS 02675 Telephone# Telephone# 5 0 8—3 6 2—4 5 41 Type of Building Oyster Shack Lot Size sq.ft. Dwelling-No. of Bedrooms 0 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 203 gpd Calculated design flow Design flow provided 2 0 3 gpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 5—H2O High Capacity infiltrators packed in 1 ' of 12" stone, on ends and 14" under and 0. 5" on the sides. The unders'gned agrees to' tall the above escribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a es to not o P, e system' p lion until a Certificate of Compliance has been issued by the Board of Health. Signe �ll// Date 8 2 0 2 ...;y iVJ. . t� 8 a o I ns e tions ted a Mc-b!e,.4 l� �s „ v� No. FEE s Board of Health, \ NIA. ' APPLICATION FOP, DISPOSAL SYSTEM, CONSTRUCT(ON PERMIT Application for a Permit to Construct( ) Repain(X)XUpgradeO Abandon( - ❑Complete System ❑Individual Components rEocation 28 tittle River Road Owner's NameGif ford Trust ' Map/Parcel# C o t u i t ,Mass.02635 Address Samea, Lot# 0 5 3 h 8 - Telephone# I.nstaller'sName J.P.Macomber & Son Inc. Designer's Name Down Cape Engineering Address BOX 66 Centerviller.Mass.02632 Address 939 Main Street Yarmouth,MASS Telephone# I4 a Telephone# 508-362-4541 02675 Type of Building Oyster Shack + Lot Size sq.ft. Dwelling-No.of>Bedrooms 0 Garbage grinder ( Other-Type of Building No.of persons Showers ( ),Cafeteria ( Other Fixtures Design Flow (min.required) 203 gpd Calculated design flow Design flow provided 203 gpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) t I Soil Evaluator Form No.' Name of Soil Evaluator t • Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS 5-H20 High Capacity infiltrators packed in 1 ' of 12" stone. on ends and 14" under and 0. 5" on the sides. The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a ees to no o p a system' op lion until a Certificate of Compliance has been issued by the Board of Health. Signe I Z Date 8/2/0 2 InsL)ections CG��cu/ , Art A-k4v, �S ;'04�r ny c felt. :n lGv ' No. (lad - FEE$50..00 COMMONWEALTH OF MASSACHUSETTS Board of Health, Barnstable MA CERTIFICATE OF COMPLIANCE Description of Work: X0 Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repair) jX Upgraded ( ),Abandoned ( ) by.J.P.Macomber & Son Inc . at 28 Little River Road Cotuit ,Mass r ' has been installed in accordance with Ithe pro ris of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. 220-1 335, dated Approved Design Flow (gpd) Installer J.P.Macomber & Son nc. 7 DesignerOWn Cape Engineering Inspector: �v. C:vr v )Date: (tom The issuance of this permit shall not be construed as a guarantee that the system will function as designed. r No. UU - 3 FEE$5 0.0 0 COMMONWLALT14 ®F MASSACHUS ETTS Board of Health, Barnstable M-A DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repairv(X Y Upgrade( ) Abandon( ) an individual sewage disposal system at 28 Little River Road C o t u i t,Mass. as described in the application for Disposal System Construction Permit No. 2 d0 a '33Sdated t w Provided: Construction shall be completed within three years of the date of t is permit. All loca conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date O f.2 ��- Board of Health L TOWN OF BARNSTABLE LOCATION t Ut- t V VILLAGE y` ASS SSOR'S LOT 0SS3 INSTALLER'S NAME&PH SEPTIC TANK CAPAC `l I N 4 t IP LEACHING FACILITY: PC) n % size) NO. OF BEDROOMS BUILDER OR OWNER ✓�l 6nrp7U S' A— PERMITDATE: LIANCE 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 leac ng facility) Feet Furnished by O r Al- IZ(o 3 N,f00r4OWN OF BARNSTABLE LOCATION 2 F' LT rC e R I V e R - R d SEWAGE # VILLAGE C a T u /r ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. J/' In A C QM S 2R t S dAl SEPTIC TANK CAPACITY LEACHING FACILITY: (type) NO.OF BEDROOMS- 0 rwj4, A Fc k A BUILDER OR OWNER PERMTTDATE: 2 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 f u. Po L e A 4 � rt i 4 1*4 ! e i h Q O . Q s Jr 1 ti � ti Septic Inspection Information 8/12/2002 5ept�c InspecfIdo Data�Entry�Datwe- �" 368 AssessorsMaP 053 7Parcel! 008 Loth N m 128 A� d ess Little River Road !ag cotuit yFinspector James M. Ford tns ec Sy tem Staff s F/R �Gommen iaPermi# 2002335 NepQate1 8/2/2002 TNotif�cation Date.; Engilrlle Crocker, Sharon To: McKean, Thomas Subject: Phone call-Atty- re: 28 Little River Rd, Cotuit Atty Joe Cavanough is calling a final time re: 28 Little River Rd, Cotuit. He represents abutter(s)to property who are concerned about septic situation at property. In Jun 2003, health Dept(you had said you believed it to be Dave)sent a letter of non-compliance (2 yrs ago) Joe Cavanough would like to know what is procedure at this point. Please call 508-477-6400. Thank you. 1 - TOP FNDN. AT EL. 7.4 SYSTEM PROFILE TEST HOL E LAGS II ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER:- ARNE H. OJALA, PE I MINIMUM .75' OF COVER OVER PRECAST I WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 12.0 13.0 DAVID STANTON - WITNESS: 2" DOUBLE WASHED PEASTONE `1,N MAY 8, 2002 0.75 MIN DATE: I Q T as Posr ROAD =- H-2 0 INFILTRATORS 11.5' PERC. RATE _ < 2 MIN/INCH I k� 1Locus EXISTING �QQQ -20, I 1023g o GALLON SEPTIC V _ �'S CLASS SOILS P# TANK GAS 4 J �' 1 1 .0 `� 1' ®rp ENDS COTUIT (RE-USE) BAFFLE QJ� -- 0,5' AT SIDES �- 2' u Q ELEV. l � ,� gs _ 0' 14.5 � 8 o8c 14 cak ;3 000'2S 9.0' J I MIN i DEPTH OF FLOW = Q ( 1 % SLOPE) FILL 'O„TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHE`.I STONE 8" INLET DEPTH = OUTLET DEPTH = 94 , 5' LS LOCATION MAP NTS FOUNDATION--- EXIST SEPTIC TANK EXIST D' BOX 10' LEACHING 16" 1OYR 3/2 ASSESSORS MAP 53 PARCEL 9 FACILITY BOTTOM TH EL. 4.0' ; B *MIN INVERT ELEVATION ON D'BOX MUST BE 11.20' IN ORDER TO PROVIDE GRAVITY FLOW TO LEACHING FACILITY AND MAINTAIN 5' SEPARATION TO MS BOTTOM TH ELEVATION. IF NOT, PROVIDE NEW DB-3 AT REQUIRED - ELEVATIONS AND WITH COMPACTED STONE/BASE BENEATH 10YR 5/8 24" 1 .5' I' I C p. MIS APPROX. PROPERTY LINE ONLY (FULL SURVEY NECESSARY TO DETERMINE LOCATION) 2.5Y 5/6 126" 4.0' POLE UTILITY APPROX AREA OF EXISTING T BENCHMARK FAILED LEACH TRENCH NO WATER ENCOUNTERED WATER SHUTOFF ELEV 16.92' 4 1�d` +17.82 NOT ES. NGVD - / k1j4 .92TER PIT RH D U ITIE / 1 . DATUM IS NGVD Ti L. NIl full i';�L A' r� i.� __ . ._1( WA' - i 15-66 f3 0 " qT 5.36 UTILITY 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. fR E 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- 10 _ 6.10 �� is 10,59 _BOX , 9 STOCKgD 5. PIPE JOINTS TO BE MADE WATERTIGHT. ' 3.3a k F�Nce 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. o _ _-I. 33 E EXIST 4 ::..-�-�� #s ENVIRONMENTAL CODE TITLE V. p i 1�. 9 _-_ `� -____ ___ Pc S '"''�--� ` z.932 23 7. �TH'S PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT r_' W� _ _ '/ '�-'-'- �-STOCKADE FENCE 4'7' TO BE USED FOR ANY OTHER PURPOSE. , o -;,tp: o _ ' EXISTING 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. tw7 BUILDING W ►'� _ �'09_ TF = 7.42' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED :aITHOUT �� +11,70 ,-�-_ 216 TO A '�� - "COTUIT OYSTER CO.' F�GgT INSPECTION BY BOARD ❑F HEALTH AND PERMISSION ❑BTAINED V13-9 ti -_ RSH �I-a=2___, FROM BOARD OF HEALTH, W 8,91 �� `'��k5,82 SHELL '�`"`� __--.- `' 10. PUMP & REMOVE EXISTING LEACH TRENCH II _I o ' �� DRIVEWAY '" .."`"■; { ^.84 ,3,27 PIER/ 1�Q' TO-DI ' �.\ _`__- / DOCK I-- MAR -- _ _ ` 12.79 � --__ _ IL Ff 9 J9 _ WF#3 �/ TITLE 5 SITE PL A N +11j� \ -3,SEs -- - --�2.75 EDGE OF WETLAND w OF iWI COTUIT BAY 28 LITTLE RIVER R0AlD i 5' REMOVAL OF UNSUITABLE SOIL REQUIRED �Op AROUND PORTION OF PERIMETER OF LEACHING 3 82 IN THE TOWN OF: FACILITY (HATCHED AREA), DOWN TO SUITABLE '� SOIL LAYER. REPLACE WITH CLEAN MED. SAND. +g ( COTUIT) B A R N S T A B L E� i PREPARED FOR: SARAH RUSSELL GIFFORD TRUST SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) +3.73 ' 20 0 20 40 60 Feet I DESIGN FLOW: COMMERCIAL OFFICE/WHOLESALE "STORE": 75 ' BOARD OF HEALTH GPD/1000 SF. BUILDING = 900 SF (USE MINIMUM DESIGN OF 200 GPD PER 310 CMR 15.203) WF#143 76 APPROVED DATE MA SCALE] 1" = 20' DATE: MAY 18, 2002 SEPTIC TANK: 200 GPD ( 2 ) = 400 1000 `1N Ui ,y ��L�,�:1N OF�rqf III USE A _ _ GALLON SEPTIC TANK (RE-USE EXIST) LEGEND off 50-362-4541 fox 508 362-9880 �� ARN ��. � � � E H. :G c H G LEACHING: ELEVATION g C1 QJq� n 100.0 PROPOSED SPOT ELEVAT{�N I C No. 3o7s2 H T q o'26348 (33.25 + 3.83) 2 (.74) = 109 SIDES: down cape en ineerrn in � cr � �� • 33.25 x 3.$3 74 = 94 100x0 EXISTING SPOT ELEVATIO[, p �' �Fc�sTE�� BOTTOM: 100 PROPOSED CONTOUR CIVIL ENGINEERS cNAL TOTAL: 274 S.F. 203 GPD w USE (5) H-20 HIGH CAPACITY AINFILTRATORS WITH 1' STONE LAND SURVEYORS 100 EXISTING CONTOUR L022-008 02675 AT ENDS AND 0.5' AT SIDES, & 14" UNDER 939 main`"st. yarmauth, ma ARNE H. OJ,9LA, P.E., P.L.S. DAT.�' II