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0316 WHEELER ROAD - Health
16 Wheeler Road Marston Mills A= 082 - 015 f 1 wASSESSORS MAP NO. Fxs. .. .� THE C�WELN EALTH OF M�31i; A/H�ETTS 9;� - 9 -. ' BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiou for Diti-pw3al Workii Towitrnrtiun runtit Application is hereby made for a Permit to Construct X. or Repair ( ) an Individual Sewage Disposal System at: ............:. .. .... � � :.�_ ` ..... _ ._. ►�+n %� s �:c ---------•--••••..----•---•...--- . .......--.----._......._...._•---......_.. Lo -Address or Lot No. Owner / Address .......................... , �;� ................ ......•....._.......... -•-•-------•......................._...---- Install Address � '3S feet Type of Building ��p Size Lot.......................... q. ,., Dwelling— No. of Bedrooms.__-�;�__ ______________________`Rxpansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ___________________________• No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures ________________ _ ___ _ _ _ W Design Flow................................... ....gallons per person per day. Total daily flow--------- Y--<2..-•---------------gallons. WSeptic Tank—Liquid capact y/ .4gallons Length................ Width----------l___ Diameter................ Depth.....l x ...... Disposal Trench—No. .................... Width.....14T_ _____ Total Length.._.r��/r....... Total leaching area__��-f�_sq. ft. Seepage Pit No-------- -_-----_-_ Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by ---------- ------------------- Date----------------------- a ,..1 Test Pit No. 1..�._. _.._._mmutes per inch Depth of Test Pi�t-------�r>�_____ Depth to ground water----..........'..____.. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4 4 Description of Soil 1Q 5� . 1 =.... 1 ---------------------------------•-------------------------------------••----------.. x 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 TITLE 5 of the State Environmental Code—Th undersigned further agrees not to place the system in operation until a Certificate of Comph e has- e ssi4by the board othealth. Si ned - -- -------------- ------ g Dare Application Approved BY - '�-- �------------------ ---------- - ---- -----'---IYdce... .. Application Disapproved for the following reasons: ------------------------------- -------------------------------------------------------------------------------------------- ---------------......_...--------------------.........---...----------------------------------_ ........................................ D�t Permit No. ----- --- --------------------- Issued ------- ------- e _ - Dace y �1111W:t�--------- ....... THE COMMONWEALTH OF MA rH,USETTS f BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Mirpotial Workii Towitriirtion Vrrnat Application is hereby made for a Permit to Construct X or Repair ( ) an Individual Sewage Disposal System at: Loca' r-Address or Lot No. •---•---..,�:�-��--��----• ��.-f�--1--a------------------------- Owner •.............. —._.._._.Address a = ?!�s/ _._._.._ „!"v* �y'3�?, .-r ........................................... Installer �e,,� Address UType of Building �// TZt �J Size Lot............................Sq. feet .� Dwelling— No. of Bedrooms......�________________________________t,xpansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures --------------- --------------------------------------------------------------------............................................................... W Design Flow______________________________________ ____gallons per person per day. Total daily flow....._..! _ ______.............gallons. WSeptic Tank—Liquid,capacity/16'gallons Length---------------- Width---------------- Diameter................ Depth................ x Disposal Trench—No.-_---___/_.____..__ Width..._./s2-_--_... Total Length____l�__l��...._ Total leaching area_-_/ ,41' q- ft. 3 Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) `" Percolation Test Results Performed by.........................................................--------- ...... Date...............................I---•••../� 1.4 � _Test Pit No. I__/_._ ._._..minutes per inch Depth of Test Pit------- Depth to ground water_-.---- f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .......................................................--..................;;•--•---•--•-------------•.._....---••-••••---•-•------••--...._......----•---- 0 Description of Soil......./o?-. ...474—!I<d.......... •=' 5 ------------------------------------•-----•-------------------•-----......_......_.. V ....-•--•-•--•••--•-•-------•-•-•---••....----•-----------••--•--------------------••--------------------------------------••-----•--•-----••--•------••--------•--•------_----- W --•--------=----------------------•-------------------------------------------...--•----------------------------------------------------------------•------------------------------------...._......._. U Nature 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 TITLE 5 of the State Environmental Code—The;undersigned further agrees not to place the ' system in operation until a Certificate of Compliance has•beehdissuedlby the board of'health. f Signed '# :2--"C 7'--'---- .......................... ..........�� .... Application Approved B may, Application Disapproved for the following reasons: / ---------------------------------------------------- -- . . ............. .... .....................-----------------------. ..................---------------------------- ------------------------------------------------- -............--------------------------- ` - Dace Permit No. ;.. .. -------------------------- Issued ;�'`�------/7--./- ----------- 9� � Dace.•,.�/!,/I �! _----------------------if/y—'�- --L—/---------------------------------------- THE ✓// COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 11-TTErtifirate of Toraptianre THIS IS TO CERTIFY, That the Individual..Sewage Disposal System constructed ( !_ ) or Repaired ( ) by --------------------------- t �t'- ........ 1 ----------------------------------------------- -- - - --------------------- --- ----- ------ -----......----------------------------------- - InacallJr�f . ----------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The Sta e E ironmental Code as described in the application for Disposal Works Construction Permit No. ��� ....._� w.. dated, t--..` THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT�THE SYSTEM WILL FUNCTION SATISFACTORY. DATE._---- ..... - Inspector--c' `' .........:.... .`... i 'J--.._._... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ��--�-- TOWN OF BARNSTABLE r �i��o��t1 ork� �onntri�tion �rrmit Permission is hereby granted !,C_. --E-------------------------------------------------------------------------- to Construct (�)or Repair ( ) an Individual Sewage DispoiaAste atNo....`�� ...... . �� -n-•-'`, . - 1111 .. �------.... -----------------------------------••----........ Street �___,_ ated..,, ,� as shown on the application for Disposal Works Construction Permit N . `__,t- W "'"--,��Y• ............................ t----- ----- ----------- ................................._ q Board of a th DATE.............AlLf!;6P....... -%e-----•--------------------------•---- FORM 36508 HOBBS Q WARREN.INC..PUBLISHERS Fee_ —-- v BOARD OF HEALTH TOWN OF BARNSTABLE Applitation for lVell Con5truct ion Permit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: - - =----- ---------- � , C1-----i Location — Address Assessors Map and Parcel ---------------------------------------------' ---------------—----—-----------—---—----------—-----—---------—----------------------- Ow��r d� Address / it -I Lj, __ Installer — Driller f Address— ✓ d"fY Type of Building Dwelling _� �_ - -- ----------------------- Other - Type of Building--------------------------------- No. of Persons--------_________________—____— ----- Capacity _ --Type of Well--��------���_---------------------------------- P Y----------------------------- ---------------------------- Purpose of Well_ 2A-� ---— — ---- -'- - 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 Ce tificate Qf Compliance has been issued by the Board of Health. Signed— ---�=�..— - --------------—--------------—- - -- s C date Application Approved By------- - -- - - 1® 9, date Application Disapproved for the following reasons:-______ _______-----------—_____------___________________ ---------------------- date PermitNo.— — - -� - -------- Issued----------------------------------------------------- --_--- date BOARD OF HEALTH TOWN OF BARNSTABLE Certifitate ®f Compliance THIS IS TO CERTIFY, That the Individ al Well Constructed ( ), Altered ( ), or Repaired ( ) by ---444 &a N#.je 1l h ' _--In --------------------------------------------- ----- —--�_ Installer j — — 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. g+3 Dated-------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- - ---- --- - — ---- - Inspector— - --- - -- ---- - ------ I . V✓ b� • # :•� �.-�.-.ray "'3 No:" Fee-- --------- BOARD OF HEALTH TOWN[ OF BARNSTABLE Application-for Vell Con5tructionpermit Application is hereby made for a permit to Construct (✓), Alter ( ), or Repair ( )an individual Well at: ' ------------------- N -A-J-- rC) -- �'-G c� !���----------------------------------- � Location — Address Assessors Map and Parcel — — c�—~ a------------------------------------------------ --------------------------------------------------------------------------------------------------- dd Ow/fner / R ` d r YJ_ —`=T�1ic fin__ !}----jlzz i---U---�'/'_A _—C--------------------- --- �¢= *_QW f91�+ — /1_0 s �- a4 ------------------ Type / Installer_ Driller j � Address M� of Building Dwelling -la c----------------------------------------------- Other - Type of Building-------------------------------------- No. of Persons--------------------------------------------------------- Typeof Well--{1 -'40-C -------------------------------------------- Capacity----------------------------------------------------------------------------- - Purpose of Well-&tA�!cs_ 4=------------------------------------------ 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. /c^ Signed GC --------- ----------------- ---------------------- --------7 1 -- date ca - - - ` 9 Appli date - - Application Disapproved for the following reasons:------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ date PermitNo. ---------- -----X-3- - - `=-------------------- Issued-------------------------------------------------------------------------------------- date m> BOARD OF HEALTH "I'll TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (°'"), Altered ( ), or Repaired ( ) �X c} /{ F - ------------------------------------------------------------------------ Installer ----------------------- 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.W--(?3--5'1_-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 Vell con5truct ion Permit No. -- =_ Fee— --- --= Permissionas hereby granted ___________------------------------------------------------------------------------------------------------ to Construct (}<,), Alter ( ), or Repair ( ) an Individual Well at: No. - _' '' ------Z----- �4/J_t-11(/v✓ 04_----------- 1 C == --------------------------------------------------------------------- Street as shown on the application for a Well Construction Permit �} No.- - !-- —' ----------------------------------- Dated -- r-�- --ter-:�)------------------------------------- ---------------- - T ---------------------------------------------- Board of Health DATE------------------------------------------------------------------------------------ TOWN OF BARNS'TABLE LOCATION �/ kL 6'F-4:7� ' SEWAGE # 9 — qN 7 VILLAGE ,&, / �' , ASSESSOR'S MAP & LOTS INSTALLER'S NAME & PHONE NO. � � 7471. 1-16B _�" `5r ✓/C'3 SEPTIC TANK CAPACITY / l LEACHING FACILITY:(type) (size) ,ram NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER � L!& I: DATE PERMIT ISSUED: Q - 7 Iq r DATE COMPLIANCE ISSU .D: VARIANCE GRANTED: Yes No t14 �, i .Y f J BOARD OF HEALTH TOWN OF BARNS'T'ABLE Vern Con.5tructionPermit vk-/3- L Fee— ----- Permission is hereby granted -—— — -------------------------------------------— ---- --------------------- c --�-���� to Construct Alter ( ), or Repair ( ) an Individual Well at: & --Sfreet as shown on the application for a Well Construction Permit ,� j cy r No.--V L "-5- —-- -- Dated --- - - �f -- --- Aard of Health DATE — ____— ----- -- -- -- Ak f ENVIROTECH LABORATORIES Mass. Cert.#:MA063 449 Route 130 Sandwich,MA 02563 • (508) 888-6460 CLIENT: June Botello LOCATION: Lot 1 Wheeler Rd. ADDRESS 54 Broad Reach #405 Barnstable, MA No. Weymouth, MA 02191 COLLECTED BY. D_ Pennini SAMPLE DATE: 1 o-4-93 TIME: 11:00A DATE RECEIVED: 10-4-93 SAMPLE ID: 82 JOB#: New well WELL DEPTH: 33' RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria/100 ml (MF Method) 0 0 pH pH units 6.0-8.5 9.99 Conductance umhos/cm 500 85 Sodium mg/L 28.0 9.4 Nitrate-N mg/L 10.0 0.03 Iron mg/L 0.3 <0.05 Manganese mg/L 0.05 Hardness mg/L as CaCO3 500 Sulfate mg/L 250 Potassium mg/L 20.0 Alkalinity mg/L 200 Chloride mg/L 250 Turbidity NTU 5.0 Color APC units 15.0 Background bacteria/100 ml (MF method) 200 EPA 601/602 * ug/L N.D. COMMENT- * See report attached. YES NO WATER IS SUITABLE FOR DRINKING PURPOSE OR P RS TESTED. xC� a / DATE 4 4'= -- - -- -- EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Lab ID: 6123-01 .virotech Batch ID: VG3-0143-W 40mL VOA Vial NaHSO4 Cool Sampled: 10-0 -93 / Received: 10-06-93 Aqueous Analyzed: 10-08-93 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (u9/L) Dichlorodifluoromethane BRL Chl oromethan6 5 Vinyl Chloride BRL 1 Bromomethane BRL 1 Chloroethane BRL. Trichlorofluorcmethane BRL 1 BRL 1 10-Dichloroethene BRL Methylene Chloride I trans-1,2-Dichloroethene BRA 1 14-Dichloroetheni BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform I 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL I 1,2-Dichloroethene BRL 1 Trichloroethane 1 BRL 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichioropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 "itrachloroethene BRL 1 D..�romochloromethane BRL 1 Chiarobenzene BRL 1 Ethylbenzene BRL 1 m+p-t!vlene * BRL 1 o-Xyl�ne * BRL Bromoform BRL 1 1,1,2,2.-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dich*;orobenzene BRL 1 1,2-Dichla robenzene BRL 1 QC SURROGVE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a--Tri fl t,orotol uene 30 29 98 % 87 - 113 1,2-0i,-hloroot-hane-d4 30 33 109 % 83 - 117 BRL ■ Belov Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarhons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). TOWN OF BARNSTABLE �VQ TH E TO l�vP ♦� OFFICE OF i DMST"L i BOARD OF HEALTH YASL >� 1679. 367 MAIN STREET HYANNIS, MASS.02601 September 10, 1992 Michael D. Ford, Esquire Mycock, Kilroy, Green, & Ford P.C. Attorneys at Law P.O. Box 960 Hyannis, MA 02601 Dear Mr. Ford, You are granted variances on behalf of your client, Paul Botello, from the Town of Barnstable Board of Health "100 Foot" Regulation. The variances. will allow you to install an on-site sewage disposal system at Lot 1 Wheeler Road Marstons Mills. The variances granted are as follows: Part VIII: Section 1.00 The distance from the leaching facility to the vegetated wetlands will be 58 feet, in lieu of the required 100 feet. Part VIII: Section 1.00 The distance from the reserve leaching facility to the vegetated wetlands to be 50 feet in lieu of the required 100 feet. The above variances are granted with the following conditions: ( 1) It shall be recorded on the deed that no more than . three (3) bedrooms are authorized. The enclosed porch room cannot be utilized as a sleeping area. (2) No garbage disposal unit is authorized. (3) The onsite sewage disposal system shall be installed in strict accordance with the revised plans dated August 25, 1992. (4) The designing engineer must be onsite during the installation of the system to supervise the construction of the system and to certify in writing to the Board of Health that his design has been strictly adhered to, prior to the issuance of a certificate of compliance. i This variance is granted because two environmental consultants, commissioned by the applicant, conducted several hydrogeological studies which consistently showed that the groundwater at this site flows away from the vegetated wetlands. Also, the proposed septic system will meet all the regulations of the State Environmental Code, Title V. In addition, the septic system will be specially constructed against causing contamination to the wetlands. The leaching facility will be constructed 75% larger than required by the State Environmental Code. This will significantly reduce the wastewater effluent's application rate. Also, the vertical distance between the bottom of the leaching facility and the groundwater will be greater than fifteen ( 15) feet above the groundwater table. This distance is ten feet farther than the distance required by the Board of Health Regulations and eleven feet farther than the distance required by the State Environmental Code. Very truly yours, •VV4,� Susan G. R k Chairwoman BOARD OF HEALTH TOWN OF BARNSTABLE cc: Paul Botello Paul Sullivan CAPE COD COMMISSION 3225 MAIN STREET O P.O.Box 226 J BARNSTABLE,MA 02630 �� • • 508-362-3828 aGV G A S 5 FAX:508-362-3136 A y Mr. Tom McKean Director of Public Health P oar Barnstable Health Department P (Aetj � h 367 Main Street ft Hyannis, MA 02601 f Dot cnno . August 11, 1992 Fox © -!9 y rcnco (508)775-33U44 Dear Mr. McKean; I have received the July 9th, 1992 report on the revised groundwater contour map for Lot 1 Wheeler Rd. in Marstons Mills. The additional groundwater level observation well P-9 was installed to document the presence of a ground water divide in the north west portion of the lot. The expected elevation in the new well, P-9 should have been somewhat higher than the surrounding wells MW-1, MW-2 and MW-3. Instead the elevation was lower than any of them and therefore did not substantiate the presence of a groundwater divide in that area. The July reading of the MW-5 well declined 0.98 feet compared to'"the May reading, while surrounding wells declined only 0.20 feet during this same time period. As with the previous rounds of measurements, this variation is attributed to the draining of peat soils under low water table conditions. The consultant agrees that the monitoring well MW-5 is affected by the peat deposits but continue to use MW- 5 as the primary support for locating the divide. It was. also of great concern to see the notation in Table 1 indicating that MW-5 may have been dry. The consultant notes that MW-5 was."slightly sticky at bottom of well, resulting in water level indicator sounding, otherwise dry." Using a standard tape and hollow plunker, it is very simple to establish whether or not there is standing water in a well, especially if the well is shallow and wide as is the case for MW-5. The uncertainty of this measurement should have been indicated on the water table map. Based on the differences in variation of MW-5 compared to the other wells and piezometers, and the presence of peat at that site, it is my opinion that MW-5 should not be used in drawing the water table map. Other questions and data discrepancies throughout the report were very troublesome and caused difficulty in evaluating the water table maps. These are listed below. 1) The measuring point information was not consistent from one map to the next, for example it was not clear why the measured depth to bottom of P-7 changed from 42.85 feet above mean sea level (MSL) in the 5/92 map to 42.81 feet in the 7/92 map AO alob ,'��'a$�tiW��i't 1�E.f�� ��� �.r..,.�w>a.+«.,."m'sa.r+�•.`.w""�.wr.r,.e.:�.«+R i How was the consultant able to determine an elevation of 42.57 feet in the 2/92 map which is lower than the elevation of the bottom of the P-7 well? 2) The surface water elevation of Middle Pond should have been routinely included. As the pond is the ultimate receptor of wastewater from this project, regardless of the groundwater flow direction, the elevation on the pond for the July map would have provided an additional data point to evaluate hydraulic gradient and flow pattern. 3) Several of the wells may be influenced by peat deposits from the wetland area. P-4 for example declines 1.1 foot from May to August while MW-1, MW-2, and MW- 3 have declined only 0.20 feet. Mounding observed at P-6 may also be caused by the peat soils. Documentation down to 5 feet (from MW- 4) indicates sandy soil, however, a similar thickness of sand deposits was noted in MW- 5, before encountering peat at a depth of 7 feet. Documentation on the soils in which the piezometer in the wells P-4 and P-6 were located would have been helpful to document these water table variations. Because many of the wells used in the study may not be representative of true water table conditions, I have compared the observations of the MW-1, MW-2, MW-3. Based on the soil logs and design construction these wells appear to have a good hydraulic connection with the water table. Three water table maps were compared, dated 2/92 (which uses 11/91 data), 5/92 and 7/92 (the 8/92 map includes the new well P-9). Based on the observations of elevations in these wells I would conclude that groundwater flow is in a predominantly southern direction, and fluctuates towards the southwest under higher water table conditions and toward the southeast under low water table conditions. Is also evident from the series of measurements that stream drainage influences the water table under high water table conditions near the southern end of the lot, and that under low water table conditions the water table gradient becomes very flat. Based upon the information presented, it is my opinion that the consultants report does not substantiate the presence of the divide at the location of the proposed septic system based on the submitted information. Sincerely, Gabrielle C. Belfit Hydrologist BAXTER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street o Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX (508) 428-3750 WILLIAM C. NYE, P.L.S.- President PETER SULLIVAN, P.E.-Vice President-Engineering RICHARD A.BAXTER, P.L.S.-Vice President August 27 , 1992 Board of Health Town of Barnstable 367 Main Street-Town Hall Hyannis , Ma 02601 Re : Paul B o t e l l o F......._ -..,.._.............._...w.__..._........,._ ._ Dear Board : Please find attached 4 copies of a revised site plan for Lot 1 wheeler Road . As requested i have maximized the horizontal separation distance above the pond to 15 . 8 feet . I trust that this meets your present needs . Leery truly yours , Baxter & Nye, Inc . eo sj�O Peter Sullivan , P . E . c .c . Paul Botello Michael Ford , Esq . enclosure I MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN,CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS MYCOCK, KIEROY, GREEN & FORD, P. RECEIVED ATTORNEYS AT LAW /I JUL 2199? P.O. Box 960 J V l f ' HEALTH nF� BERNARD T. KmROY 171 MAIN STREET TOWN�,OF Q n�l L SPECIA COUNSEL ALAN A. GREEN HYANNIS, MASSACHUSETTS 02601 I P RONALD J.SEmEL MIcaAEL D. FORD TELEPHONE (508) 771-5070 RICHARD P.MORSE,JR. MARK D. CARCHIDI LAURIE A. WARREN TELEFAx (508) 790-1954 July 23 , 1992 OF COUNSEL MARIBETH KING EDWIN S. MYCOCK Mr . Thomas A. McKean Director of Public Health Town of Barnstable Health Department 367 Main Street Hyannis , Ma 02601 Re: Lot 1, Wheeler Road, Marstons Mills Dear Mr . McKean, This office represents Mr . Paul Botello, the applicant for the above variance. The continued hearing on this variance is now scheduled for the next Board of Health meeting on August 11, 1992 . I would like to summarize the background on this lot so the Board has this information before them at this meeting . 1990 May Variance application first filed with B of H. Variances needed from 10 ' property line setback; Town of Barnstable 100 ' regulation ( leaching facility was to be 76 ' ) ; Town of Barnstable 150 ' separation between septic and well (proposed 147 ' separation) . All variances denied, Sanford Ecological Services did wetlands delineation. 1990 Sept Board of Health requests information on ground water flow and nitrogen loading analysis 1991 March Saunders Associates of Vineyard Haven does hydrogeological evaluation. Bibliography includes IEP 1980 Baseline Water Quality Study for Barnstable Conservation Commission and KV Associates 1982 Water Quality Assessment of Six Lakes in Barnstable 1991 Oct . Hearing on revised plan with variance requested only from Town of Barnstable Distance to boardering vegetative wetland. Setback requested: 58 ' Plan revised 8-3-91 (Baxter and Sullivan) Board requests additional study of property including additional test wells to determine contour of the ground water . K-V associates hired to do ground water evaluation Board of Health letter July 23 , 1992 pg . 2 1991 Nov KV Associates does wells and flow analysis 1991 Dec KV Associates report on Lot 1 1991 Dec McKean asks for water level reading from wettest time of year 1992 Jan 9 KV Associates Dec . 9 , 1991 results submitted to Gabriel Belfit at CCC. Response from CCC. 1992 Jan 14 Board of Health Meeting -more information requested 1992 May KV does additional ground water elevation survey. Collection on May 15 , 1992 1992 May May 13th KV associates materials submitted to Gabriel Belf it 1992 June 15 Response from Ms .Belfit requesting installation of additional well NW of MW-3 . -992 July 9 KV repoYt on new well and collection of data _ from mini-well(piezometer P-9) on July 1, 1992 and materials submitted by Board of Health to Ms .Belfit at CCC. 1992 Aug 11 Variance request on agenda of Board of Health meeting It is hoped that all the information that the Board of Health needs has been provided for by the applicant . If you have any additional requests , please let this office know as soon as possible so we can respond in time to continue to have all materials reviewed on this matter before the August 11, 1992 . It is hoped that the Board is able to make a decision at this time. If you have any questions , please call me at 771-5070 . Very tri ly y rs ter` Michael D. Fo d 0917p cc : Paul Boteli.o K-V Associates i 1 K K-v ASSOCIATES, INC. v ANALYTICAL SYSTEMS 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MASSACHUSETTS 02541 • (508)540-0561 • FAX: (508)457-9053 July 9, 1992 t Mr. Thomas A. McKean Director of Public Health Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 Re: Lot 1, Wheeler Road, Marstons Mills. Additional Well Point Installation and Revised Groundwater Contour Map Dear Mr. McKean: Upon the recommendation of Gabrielle Belfit, of the Cape Cod Commission, as presented in her letter to the Board of Health dated June 15, 1992 , K-V Associates, Inc. (KVA) has installed an additional groundwater monitoring mini-well (piezometer) and conducted an updated groundwater elevation survey for the property referenced above, owned by Mr. Paul Botello. The data collected is plotted on the attached groundwater contour elevation map (Figure 1) . The purpose of the installation of the new groundwater piezometer (P-9 on Fig. 1) was to establish an additional data point to support the existence of a groundwater divide across the northern portion of the property. Water levels in four, two-inch diameter monitoring wells, three existing KVA mini-wells (piezometers) and the newly installed mini-well (P-9) were collected on July 1, 1992 to create an updated groundwater contour elevation map. It should be noted that monitoring well MW-4 was dry and mini-well P-5 was missina the well tubing on the date of water level data collection; no water level data could be collected from these monitoring stations. Mini-wells P-7 and P-8 (West) were also dry on July 1, 1992 . P-8 (West) is not shown on Figure 1. An adjacent, existing mini-well, P-8, was used to determine depth to groundwater at this location. A complete table of survey elevation reference points, depths to water and water table elevations is presented in Table 1. As is evident from the updated contour map (Fig. 1) , the general groundwater flow direction across the property is towards the southwest. The position of the groundwater divide is relatively similar to the previous divide position, as presented in KVA's earlier data reports. J July 9, 1992 Mr. Thomas McKean Barnstable Board of Health Page -2- The groundwater divide still exists along an imaginary line, . drawn northerly from MW-2 to MW-5, although it is somewhat less defined in comparison to previously presented contour maps. Note that a bending in the contours to the north, around P-9 (see Fig. 1) was observed during this round of water level data collection. P-9 was installed in an area roughly along the path of the groundwater divide line to confirm the position of the divide due to concerns of the Cape Cod Commission regarding the emplacement of the screen in the upgradient well, MW-5, above a layer of peat. The new mini-well (P-9) was installed to a depth of 15 feet below grade into fine to coarse sand deposits, with no peat encountered. A soil log of the geology of mini-well P-9 is attached to this letter report. A diagram of a typical mini-well piezometer is also attached. Also observed during this round of data collection was an overall average decline of about 0. 22 feet in the elevation of the groundwater table in MW-1,-2 and -3 from the previous round, conducted May 13, 1992, and a decline of 0.98 feet in well MW-5, as what is likely a perched water table in this well drains down into the peat. Regardless of the latter observation, the groundwater divide is still defined in the same general location as mapped previously. As also noted previously, in both the Saunders Associates report and in an earlier KVA report to Mr. Paul Botello, dated December 9, 1991, groundwater flow in the proposed septic leaching field area does not flow towards the wetlands, brook .or Middle Pond. The flow direction in the vicinity of the proposed septic system is to the west or southwest, away from all wetlands and surface water receptors on site. No impacts upon the wetlands or surface water are expected, particularly under the current drought condition. If you have any further questions regarding the contents of this letter report or attachments, please telephone me at (508) 540-0561. Thank you. V y tru l ours,,ougl s J Leaf cc: Mr. ul B#tello Mr. Michael Ford, Esq. attachments BOTELLO , LOT 1 , WHEELER ROAD MARSTONS MILLS , MASSACHUSETTS MW-1 MW-5 42.60' O 43.37 go �p . 0 ' ��� � • = pieaometei' / = monitoring well OMW-3/ 55.= 42.60� r.� groundwater contour line with � . elevation MSL MW-2 OM510- inferred groundwater contour \42.60 wetland direction oi.groundwater flow jYj i L N/A data not available NOTE: New well, Y9, in6talled July 1, 1992 All water level data Collected July 1, 1992 4 P5 �� 111 �N/A K) ®P4 42.59' /y ® MW-4 DR,Y 6 3.68 P8 42.54' & 0 _ 20 4I FT J SCALE MIDDLE POND FIGURE 1 K-V ' ASSOCIATES , INC. aQ) o L 281 Main St., Falmouth, Ma Test Pit Number P-9 PROJECT Paul Betello,-•HydroStudy DATE PROJECT NUHBER 7-1-92 910 LOCATION Lot 1 , Wheeler Road, Marstons Mills COMPLETION DEPTH BELOW GRADE 15 feet SURFACE ELEVATION TOP OF WELL ELEVATION WATER TABLE ELEVATION TOC Survey Elev. = 54.38' 42.33 on 7-1-92 D ep'Ith Sample Soil DEPTH SOIL DESCRIPTION: screen RE'•L-kRKS Number Porosity length Surface - 2" Dark Brown, organic rich, mulchy topsoil 2" - 3. 5' Medium orange=brown,. very fine silt/clay; common pebbles up to 4 inches. 3.5 - 5.0' Light-medium brown, fine-med. grained, well sorted unconsolida quartz sand; common lithic fragments to 1/4 " 12A, Buff, fine-grained, well sorted, Water at approx. unconsolidated quartz sand with = 12 feet minor lithic fragments to 1/8" . ' Medium brown, med.-very coarse, Dark brown, iron unconsolidated quartz sand; very stained soils; poorly sorted, common lithic water has brown fragments to 1/8" color. * Bottom of boring at 15' * KVA Shield point installed at 15' 1/8" polypropylerQ tubing to surfac . Proportions Used: I`S?ECTOR: Trace = 0-10% Little = 10-20% Some = 20-35% B. Clarke Grain Sizes: Fine Sand 1/8-1/4,mm Medium Sand 1/4-1/2 mm Coarse Sand 1/2-1.0 mm Very Coarse 1.0-2.0 mm Granules 2-4 mm Pebbles 4-64 mm Cobbles 64-256 mm 1 Diagram of a Typical shield-Point Mini-Well Pi.ezometer . PVC HOUSING CAP :7. I BENTONITE SEAL Syr•.,17 ...'1 . BACK F I LLE D SOIL BENTONITE SEAL GLASS BEADS SHIELD POINT is::ti•.{��^:'��j•K• I sa CAPE COD COMMISSION ® 3225 MAIN STREET v - PO Box 226 BARNSTABLE,MA 02630 �A S'S 5oe•382.38Z8 FAX:508.362.3136 CAPE COD COMMISSION, TELECOPIES/TRANSMITTAL COVER.LETTER DATE: SENDER: ibr /I� TITLE: PLEASE DELIVER THE FOLLOWING WAGES TO: NAME: LOCATION: FAX #: ?Is:.3. #y TOTAL NUMBER OF PAGES (Including this sheet.): IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL BACK AS SOON AS POSSIBLE. THANK YOU. PHONE: (508) 362-3828 EXT.: CCC FAX #: (508) 362-3136 p �a U iL L #!tyeegLL909 +-A4unoo ajge4Suue9 M LL OZOL uatd000lai xouaX:, o !NmS i BOTELLO, LOT 1, WHEELER ROAD MARSTONS MILLS, MASSACHUSETTS Prepared by K-y Associates Ina. Falmouth, Massachusetts Proposed Well Locatio , MWI r MW-5 42.78 44.75' KEY 0000 e P a �iezometer . '/ O Mw ■ monstoring'w211 .•-465 - - groundwater contour line With elevation MSL MW-3 46'--.= 1 nferred groundwater contour 'LL = wetlands + a direction of groundwater flow . MW-2 P5 P4 I MW-4 1 P 6e P8 •P7 0 20 . 40 FT MIDDLE POND �,�� BA �s CAPE COD COMMISSION a �j 3225 MAIN STREET V P.O. Box 226 BARNSTABLE,MA 02630 • A 55 • 508-362-3828 FAX:508-362-3136 Mr.Tom McKean Director of Public Health Barnstable Health Department 367 Main Street Hyannis,MA 02601 June 15,1992 Dear Mr.McKean; I have reviewed the additional round of water table measurement for'jhe Botello lot located on Wheeler Rd. in Marstons Mills, taken on May 15, 1992. I compared the,May data with the partial water table map that was drawn using the November 1991 data. As you are,aware,the November data did represent an unusually low water table,and May was the highest thus far for 1992,although these levels are still well below average. Wells 1, 2, and 3 indicate a very slight water table rise (.01 to .07 feet)from November to May,and MW5 declined .40 feet during this period according to the data. This observation caused some speculation about the responsiveness of the monitoring wells and whether or not there is a good water table connection. An examination of the well logs''indicates that 1,2,and 3 are screened in and above coarse sandy soils, but MW5 is located above a layer of peat. The water table contours may be drawn quite differently if the water levels seen in.well MW5 are in fact affected by the peat. One explanation for the rise in the-other levels and the decline in MW5, may be because of the drought conditions, the previously per ched,water;is beginning to drain from the peat. It is my opinion that there is still uncertainty with respect to the positioning of the groundwater divide. The only data point that supports the existence of the divide is MW5, and data from this well may be inappropriate to:use based onthe-soil-logs.,To resolve this issue I would,suggest that the board recommend to install an additional well north west of MW-3"(shown-on attached map). Samples should be obtained during drilling to ascertain that the well is located in suitable soils. The well should be carefully.surveyed using the bench mark established previously yand groundwater elevations of all the wells across the lot repeated to insure consistency and provide'a comparative data set. ,, �C I hope that"this information is sufficient to help guide the review process. If I can be of further help please let me know. Sincerely, Q� Gabrielle C. Belfit �V Hydrologist cc J U N 1 7 1992 `60 s V o�Tx�To,, The Town of Barnstable . Health Department d 'ARN"&., ' 367 Main Street, Hyannis, MA 02601 039 �0 VIR Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health May 29, 1992 Mr. Michael D. Ford, Esq. Mycock, Kilroy, Green & Ford P.C. Attorney's At Law P.O. Box 960 Hyannis, MA. 02601 RE: Lot 1 Wheeler Road, Marstons Mills Dear Attorney Ford, The hydrogeologic investigation report dated May 13, 1992 was submitted to Gabriel Belfit at her Cape Cod Commission office. At this time, the Health Department has not received a written evaluation report from Ms. Belfit. However, I will schedule a hearing before the Board of Health regarding this matter, on the June 23, 1992 agenda. The hearing will be held sometime after 7 :00 P.M. . Very Truly Yours, Thomas A. McKean Director of Public Health INEro,` The Town of Barnstable Health Department 1 ""'7"' 367 Main Street, Hyannis, MA 02601 op +679• `ib �0 YY M• Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health May 29, 1992 Mr. Michael D. Ford, Esq. Mycock, Kilroy, Green & Ford P.C. Attorney's At Law P.O. Box 960 Hyannis, MA. 02601 RE: Lot 1 Wheeler Road, Marstons Mills Dear Attorney Ford, The hydrogeologic investigation report dated May 13, 1992 was submitted to Gabriel Belfit at her Cape Cod Commission office. At this time, the Health Department has not received a written evaluation report from Ms. Belfit. However, I will schedule a hearing before the Board of Health regarding this matter, on the June 23, 1992 agenda. The hearing will be held sometime after 7:00 P.M. . Very Truly Yours, G• Thomas A. McKean Director of Public Health MYCOCK, KIEROY, GREEN & FORD, P.C. ATTORNEYS'AT LAW P.O. Box 960 BERNARD T. KILROY 171 MAIN STREET SPECIAL COUNSEL ALAN A. GREEN HYANNIS. MASSACHUSETTS 02601 RONALD J.SEH)EL MICHAEL D. FoRD TELEPHONE (508) 771-5070 RICHARD P.MORSE.JR. MARK D. CARCHID1 LAURIE A. WARREN TELEFAx (508) 790-1954 OF COUNSEL MARIBETH KING EDWIN S. MYCOCK May 21, 1992 Mr . Thomas A. McKean Director of Public Health Town of Barnstable Health Department 367 Main Street Hyannis , MA 02601 Re : Paul Botello Our file #91-4-735 MAY 2.63 199Z- Lot 1, Wheeler Road, Marstons Mills Revised Groundwater Contour Map Dear Mr . . McKean:` Reference is made to the May 14 , 1992 letter and materials sent to you by K-V Associates regarding the additional gro-indwater elevation survey on the above lot . Please review the hydrogeologic investigation and refer the submitted documents dated May 13 , 1992 to Gabriel Belfit at the Cape Cod Commission. Your comments are welcomed. Please schedule a continued (from January 14 , 1992) variance hearing as soon as possible when this information can be before the Board of Health. Could you inform this office of the time and date for the hearing . If you have any questions , please call me at 540-0561 . Very truly yours , Michael D. 4Forr 0857p cc : Paul Botello �• Q fr MAY 2 6 1992 s ti K K-V ASSOCIATES, INC. V ANALYTICAL SYSTEMS 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MA 02541-99811 • TEL: (508)540.0561 • FAX: (508)457-9053 May 15, 1992 Mr. Thomas A. McKean Director of Public Health Town of Barnstable Health Department 367 Main Street Hyannis, MA 02601 Re: Lot 1, Wheeler Road, Marstons Mills Revised Groundwater Contour Map Dear Mr. McKean: At .the request of the Town of Barnstable . Health Department, K-V Associates, Inc. (KVA) has conducted an additional groundwater elevation survey for the property referenced above, owned by Paul Botello. The data collected is plotted on the attached groundwater contour elevation map (Figure 1) . Water levels in four, 2-inch diameter monitoring wells, three KVA mini-wells (piezometers) and the surface elevation of Middle Pond were collected on May 13, 1992 to create the map. It should be noted that monitoring well MW-4 was dry and mini-well P5 was missing the well tubing on the date of water level data collection; no water level data could be collected from these monitoring stations. Additionally, mini-wells P7 and P8 (West) were also dry on May 13, 1992 . P8 (West) is not shown on Figure 1. A complete table of survey elevation reference points, depths to water and water table elevations is presented on the attached Table 1. As is evident from the contour map (Fig. 1) , the general position of the groundwater divide has not changed since KVA last collected water level data (November 26-27, 1991) . The position of the divide has remained virtually constant, along an imaginary line, drawn northerly from MW-2 to MW-5. A comparison of the KVA revised contour map (Fig. 1) to the groundwater contour map prepared by Saunders Associates (Fig. 2 in "Hydrogeological Evaluation of Lot 1, Wheeler Road, Marstons Mills, Massachusetts") for the Barnstable Board of Health, also shows no evident change in the position of the groundwater divide at this site. Note that the groundwater contour elevation map prepared by Saunders Associates was developed from water levels collected on 3/2/91, 4/11/91 and 5/8/91. Mr. Thomas McKean Barnstable Board of Health -Page 2- The most recent KVA contour map also shows a groundwater mounding effect in the mid-portion of the property, probably caused by water drainage to the brook, resulting in groundwater recharge to the brook which runs across the site and recharge to Middle Pond. In the opinion of the writer, the mounding effect in the central portion of the lot has no hydrologic significance on the placement of the proposed septic leaching field in the northwesterly corner of the lot, between MW-1 and MW-2 . As noted previously, in both Saunders Associates report and in an earlier KVA report to Paul Botello, dated December 9, 1991, groundwater flow in the proposed septic leaching field area does not flow towards the wetlands, brook or Middle Pond. The flow direction in the vicinity of the proposed septic system is to the southwest, away from all wetlands and surface water receptors on site. If you have any further questions regarding the contents of this letter report or attachments, please telephone me at (508) 540-0561. Thank you. F ruly yours, s J. Leaffer sociates, Inc. cc: Mr. Paul Botello Mr. Michael Ford, Esq. attachments .y TABLE 1 SURVEY DATA AND WATER TABLE SURFACE ELEVATIONS BOTELLO PROPERTY, LOT 1 Wheeler Road, Marstons Mills, MA. Monitoring Well Top of Casing Depth to Water Elevation of or Piezometer Surveyed From Top of Water Table . Identification Elevation Well Casing Surface MW-1 64. 17 21.33 42.84 MW-2 �65. 30 22.48 42.82 MW-3 52. 10 9.31 42 .79 MW-4 48.06 N/R Well was dry MW-5 50.35 6. 00 44. 35 P-4 59. 11 15.42 43 . 69 P-5 64.70 N/A Well Tube Missing P-6 49. 16 5.29 43 .87 P-7 53 .40 10.55* <42.85 P-8 (West) 57.20 11.42* <45.78 P-8 (East) 56.93 14.31 42 . 62 Middle Pond --- --- 42 .82 Notes: All readings in feet; all elevation data are referenced to a benchmark created on Wheeler Road, based on an assumed elevation of 44. 0 ft. mean sea level of Middle Pond (1983) . All groundwater measurements recorded on May 13 , 1992, from top of well casings, with caps off. Middle Pond elevation recorded on 5/13/92, by surveying-in surface water level of pond to top of well casing at MW-4 . * Reading shown is measured depth to bottom of well in feet. Goundwater elevation assumed lower than or less than ( < ) elevation of bottom of mini-well or piezometer. P-8 (West) not shown on map (Fig. 1) . N/A = Not Available; N/R = Not Recorded BOTELLO, LOT 1, WHEELER ROAD a MARSTONS MILLS, 1`LASSACHUSETTS Prepared by K—V Associates, Inc. Falmouth, Massachusetts W � MW-I MW-5� 42.84' O _ . 44.35 W .40 (SM0 /�/ KEY ® • P = piezometer O MW = monitoring well r--46— = groundwater contour line with elevation MSL *40 O M W-3� —46'— inferred groundwater contour 42.79 -LLL = wetlands + = direction of groundwater flow . M 1-2' 42.82 Note: water level data collected 5/13/92 P5 P4 NR •43.69 ^. Qt4 MW-4 DRY O F� P6 •�; 43.8 42.62' ftftP7 0 20 40 FT <42.85- 4s. MIDDLE POND �J FIGURE 1 POND ELEVATION=42.82� r - MAY 15 '92 13:32 K—V ASSOCIATES P.1i5 ..a ' N?,}';cfT.'.ns�p.,`w41.yN?+'erT.,;P, �irq','4=rt!:•:7rw;r. Y�, ... .v> ,5 :•f' r ,:q .Q{�'., Xrr,: a •.r_:' 7. `I''rf�'T,`• ''tt:!5.77 if' r.^ S. ,;,v„•u: •�sf�rr . 9. 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'"!'�5 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MA 02541.99811 • TEL: (508)540-0561 • FAX: (508)457.9053 FAX TRANSMITTAL TO: Mr, Tom McKean, Director of Public Health, Town of Barnstable FROM: Douglas J. Leaffer, K-V Associates, Inc. FAX NUMBER: 1-(508)-775-3344 RE: Lot 1, Wheeler Road,. Marstons Mills,. MA - Paul B.otelIo Pro ert p Y -Five Cs HATE: 5/15/92 TOTAL PAGES INCLUDING THIS COVER: '� COMMENTS: Dear Mr. McKean: Enclosed, vi'a FAX is a revised groundwater contour map for Lot 1 , Wheeler Road, Marstons' Mill's, MA. This : properi; ' is owned by Paul Botello, 'who has contracted K-V Associates, Inc. to collect another round of water levels in order to prepaer the atached map and table. A summary letter is also' enclosed which describes °our hydrogeologieal interpretation of groundwater flow at this site. A "hard, copy" of the same letter report and figure is in the mail to you as of this writing. If you have any further questions, please call me at (508)540-•0561 . Thank you. IF YOU DO NOT RECEIVE ALL THE PAGE(S) , . PLEASE CALL (508) 540-0561 K—V FAX NUMBER: (508) 457-9053 K-V ASSOCIATES, INC. V ANALYTICAL SYSTEMS 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MA 02541-99811 • TEL: (508)540-0561 • FAX: (508)457-9053 R [REC EIVED March 10, 1992 LIAR 11 1992 HEALTH DEFT. Mr. Thomas A. McKean TMOFBpRPJSTABLE Director of Public Health Town of Barnstable Health De_ct. 367 Main Street Hyannis, MA 02601 RE: Lot 1, Wheeler Road, Marstons Mills/Paul Botello Dear Mr. McKean: Enclosed is a copy of our fax transmittal to Gabrielle C. Belfit, dated February 12, 1992, along with the site plan for the above referenced property. This is for proposed monitoring to establish the seasonal position of the groundwater divide in the northwest corner of Paul Botello's property. Should you have any questions please call me at any time. Since ely i . William B. Kerfoot President WBK:kg Enclosure i .-...T -r—. ..r... _....-r-'s,�_ _._rrr^:';.^.'x>-r^ ^•�...y.--^�.•Ln;'S.'.;c'J�.'?;�— "?`.'< `i �':�=.`� ".:i.', �. ._' _ _-. ,J.ey'•�` ~�L-i'.!n` •'y.: > ...it uK V ASSOCIATES;;ING. �r 1 -....r.J..._.•'� �a-�...�+.✓._..—._.(:...�...�.._.—....._....•�r,.�..._��...w"..:�..-._�..f- ,rtJw..a..�n.s.�.....�—..�....._..a......�i—._...rv�.i�-1 ,.r_..e.........__...._ ......._. 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MASSACHUSETTS 02541 : (508)540-0561. • FAX: (508)457-9053 FAX TRANSMITTAL VIECEIVIED MAR 11 1992 TO: Gabrielle C. Belfit, Hydrologist THD:PT. TOWN OF BARNSTAhLE FROM: K-V Associates, Inc. FAX NUMBER: (508) 362-3136 RE. Proposed Additional Monitoring Points and Mini-Wells, Lot•1 Wheeler Rd. DATE: 2/12/92 TOTAL PAGES INCLUDING THIS COVER: 2 COMMENTS: Dear Gabrielle, Enclosed is a copy of the site plan for Lot 1 , Wheeler Road, Marstons Mills, owned by Paul Botello. At this time we feel that in order to more adequate- ly define the position of the groundwater divide, the addition of upto six groundwater mini-points and two staff gages will be necessary. Mini-points are labelled MP-1 through MP-6; staff gages are labelled "SG" and will be installed in Mystic Lake and Middle Pond. We also propose to monitor the newly installed mini-points and the existing monitoring wells and K-V mini-points (P-4 through P-8) during high water and and low water table conditions, March-April and August-September, respectively. of course, all of the proposed monitoring cannot be conducted without approval from the client (Paul Botello) . We will contact him after receiving comment from you in regards to this matter. Bill, Kerfoot will telephone you to discuss the monitoring plan shortly. Thank you very much. IF YOU DO NOT RECEIVE ALL THE PAGE(S) , PLEASE CALL BACK AS SOON AS POSSIBLE TO: (508) 540-0561. K—V FAX NUMBER: (508) 457-9053 SG ups -POA) (MA%IU UPA�Lo — (MLJ-� BOTELL•0, LOT 1, WHEELER ROAD MARSTONS MILLS, MASSACHUSETTS Prepared by K—V Associates, Inc. (&kl--wx� u Falmouth, Massachusetts OIARO f{tl%r{ (Vp' l 0 r3 n c Pou,51-S GF k0JJt�'A- W'A MW-I, MW uo 4�144'S ALI O / O�S S MIL -Cps '� e p Ut\ �®� M L'XEY ® ® P = piezometer 0001, '� /�/� O M'd = monitoring ® well J1_ �-46'.-- = groundwater contour line� with elevation MSL �j MW-3 _ �46'- = inferred groundwater contour rnP5���!42.72' AL = wetlands •� = direction of groundwater flow J MW-2 \ 42.81' RECEIVE" 1> iAAR 11 1992 L� HE_ALTHOEn.. - P�5a 5v��' TOWN OF BOSTABLE ' 2(,fP ,7 MW-4 DRYO P6 43.79 P8 P7 20 40 FT, 43.26 042.57 0 -�`- MIDDLE POND - Gx L f FAx7RqM=AL 0otpM90 Tot �ri FKM n�was5i C& BSm*bt9 Pmb Deft• Oct 4 Fito�a 0 508)79"265 Fox 0 3�2 3 3Cv FIX 0 (508)7111344 TABLE 1 SURVEY DATA AND WATER TABLE SURFACE ELEVATIONS BOTELLO PROPERTY, LOT 1 Wheeler Road, Marstons Mills, MA. Monitoring Well Top of Casing Depth to Water Elevation of or Piezometer Surveyed From Top of Water Table Identification Elevation Well Casing Surface MW-1 64. 17 21.57 42 . 60 MW-2 65. 30 22 .70 42 . 60 MW-3 52 . 10 9.50 42 . 60 MW-4 48. 06 4.73* Well was dry MW-5 50. 35 6.98** 43 . 37 P-4 59. 11 16. 52 42 .59 P-5 64.70 N/A Well Tube Missing P-6 49 . 16 5.48 43 . 68 P-7 53 .40 10.59* <42.81 P-8 (West) 57.20 N/R Refusal in Tubing P-8 (East) 56.93 14. 39 42 .54 P-9 54 .38 12 . 05 42 . 33 Notes: All readings in feet; all elevation data are referenced to a benchmark created on Wheeler Road, based on an assumed elevation of 44 . 0 ft. mean sea level of Middle Pond (1983) . All groundwater measurements recorded on July 1, 1992, from top of well casings, with caps off. * Reading shown is measured depth to bottom of well in feet. Goundwater elevation assumed lower than or less than ( < ) elevation of bottom of mini-well or piezometer. ** Slightly "sticky" at bottom of well, resulting in water level indicator meter sounding. Otherwise dry. P-8 (West) not shown on map (Fig. 1) . N/A = Not Available; N/R = Not Recorded TABLE 1 SURVEY DATA AND WATER TABLE SURFACE ELEVATIONS BOTELLO PROPERTY, LOT 1 Wheeler Road, Marstons Mills, MA. Monitoring Well\ Top of Casing Depth to Water Elevation of Piezometer Surveyed From Reference Water Table Identification Elevation Point Surface MW-1 64. 17 21. 39 42.78 MW-2 65.30 22.49 42.81 MW-3 52 . 10 9.38 42.72 MW-4 48. 06 4 .73* Well was dry MW-5 50.35 5. 60 44.75 P-4 64.71� 16.25 47.90 P-5 59. 1 24.00 ' 34.77 ' P-6 49. 16 5.37 43 .79 P-7 53.40 10.21 42.57 P-8 (West) 57.20 13 .50 43 .26 P-8 (East) 56.93 not meas. ----- Notes: All readings in feet; all elevation data are referenced to mean sea level. Reference point for all surveyed elevations is Middle Pond (Sandwich, MA. U.S.G.S. Quadrangle map (1972) ) ;Pond surface elevation = 44 .0 ft. mean sea level. Measured depths to water in piezometers P-4,5,7 and P-8 are from ground surface; all other measurements recorded from top of casing. * Reading shown is measured depth to bottom of well in feet (well was dry) - Groundwater elevation assumed lower than 43 .33' 9 I r 'D�TYtT�`f The Town of Barnstable Health Department 367 Main Street, Hyannis, MA 02601 f6�9• � �0 Y�Y M• Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health January 6, 1992 Ms. Gabriel Belfit Senior Hydrogeologist Cape Cod Commission 3225 Main Street Barnstable, MA Dear Ms. Belfit, Please review the attached hydrogeologic investigation and results submitted to the Board of Health dated December 9, 1991 prepared by K-V Associates, Inc. Groundwater Systems. The study was conducted on the property located at Lot 1 Wheeler Road Marstons Mills for Mr. Paul Botello. Your comments would be appreciated. Thank you. Sincerely Yours, Thomas A. McKean Director of Public Health cc: Michael Ford, Esq. CAPE COD COMMISSION 3225 MAIN STREET J P.O. Box 226 BARNSTABLE,MA 02630 ' 508-362-3828 A S e' FAX:508-362-3136 Mr. Tom McKean Director of Public Health Barnstable Health Department 367 Main Street Hyannis, MA 02601 January 9, 1991 Dear Mr. McKean; I have reviewed the water table map prepared by K-V Associates dated November 9, 1991. I have found the report to be accurate with respect to definition of the groundwater gradient across the lot and the general location of the groundwater divide. The hydraulic gradient over most of the lot is very steep, but is significantly flatter at the top of the lot. The number of monitoring wells on the property is adequate to define the general flow direction, but there is insufficient information to exactly locate the divide on the property. It is certain that the position of the divide will change in response to water table fluctuations, and without detailed, periodic measurements, there is no certainty as to how, it will move. The variation will'be dependent on the seasonal variation in recharge, variations in vertical and horizontal hydraulic conductivity, and the seasonal drawdown of,the lake for agricultural or fisheries management. If placement of the system is.critical, to avoid flow into the wetland, several additional wells should be located at the.site of system placement to verify at least seasonal position of the divide. Even so there is no guarantee that the divide will not migrate during higher water table conditions, or even be modified due to mounding from leachate of the system itself. I appreciate the opportunity to be of assistance to you and your staff. Sincerely, qa4�i Gabrielle C. Belfit Hydrologist f a RECEIVELI JAN 7 199z KN ASSOCIATES INC. v ANALYTICAL SYSTEMS i 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MA 02541-99811 • TEL: (508)540-0561 • FAX: (508)457-9053 January 6 1992 Mr. Thomas A. McKean Director of Public Health Town of Barnstable Health Dept. 367 Main Street, Hyannis, MA 02601 Re: Lot 1, Wheeler Road, Marstons Mills/Paul Botello Dear Mr. McKean: We are writing in response to your letter of inquiry dated December 27, 1991, regarding Lot 1, Wheeler Road, Marstons Mills, MA. Attached to this letter please find a copy of a site plan originally included in the December 9, 1991 report showing groundwater elevation contours. As shown on the figure, groundwater flow is generally in an east- southeasterly direction across the site, with a groundwater divide occurring in the vicinity of the northwest corner of the property. Groundwater elevation readings were collected on November 26-27, 1991 to establish the flow contours presented on the figure. If groundwater levels were to be collected during the wettest time of the year (typically March or Aril) ,. groundwater flow between the 54-foot and 45-foot elevation contours would likely be in the same direction (east-southeasterly) across the site, as was observed during November, 1991. The seasonal elevational rise in the groundwater table would likely be not more than 2 feet, from wettest to driest months (USGS Open-File Report 84-719 "Groundwater and Pond Levels, Cape Cod, Massachusetts, 1950-1982) . The ridge line, or groundwater divide, should remain directionally stable, but the groundwater elevational change may vary seasonally. Simply stated, there would be little variation in groundwater flow direction from the data previously presented due to seasonal changes in groundwater elevation. We hope that the above information is satisfactory in response to your questions regarding the site. If we can be of any further service to you, please do not hesitate to call us at (508) 540-0561. Thank you very much. Very trul ours, Douglas J. Leaffer K-V Associates, Inca attachment r r ♦ TP-4 ROAD v �r0 - M W-5 54.56 Raw • OMW-1(r�h 56.32 56IL 000 Water level elevation data eMW-3 collected on November 26 - 27, 1991 6FJ 54.73' � / � VTP-3 / � MW-2 h� 054.58' �0 ♦ h� ♦ IL <0\ KEY OTP-2 • P = piezometer 48.5 4 6 TP = turning point of survey OP-5 ♦ P-4 L SET-UP = set-up point of survey 50.7d �� O MW = monitoring well ♦ �� 4 6 = groundwater contour line 0001* CtQj with elevation MSL 0=00000 —46'-- = inferred groundwater contour 00000* _iLL = wetlands r -. = direction of groundwater flow 0 6 VTP-1 45M DRY p 44.77'a P8 44.61� ^, P7 �44.04' •V VSET-UP �— 0 20 40 FT -�^- ..MIDDLE 'POND . 44•00' SCALE I INC ,�,`„ The Town of Barnstable Health Department srirrm 367 Main Street, Hyannis, MA 02601 riva �o r�r►• Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health December 27, 1991 Mr. Douglas J. Leaffer K-V Associates P.O. Box 574 Falmouth, MA 02541-99811 RE: Lot 1 Wheeler Road Marstons Mills/Paul Botello Dear Mr. Leaffer, I am in receipt of a copy of your letter dated December 9, 1991 which states all water level readings were collected on November 26-27, 1991 and it is concluded the groundwater flow is generally in a east-south easterly direction, toward Middle Pond. Would the groundwater flow vary from this concluded direction if the water level readings are taken during the wettest time of the year (versus the driest time of the year) ? If so, what would be the direction of the groundwater flow? Sincerely Yours, Thomas A. McKean Director of Public Health cc: Board of Health Attorney Michael Ford K K-V. ASSOCIATES, INC. V ANALYTICAL SYSTEMS .. 281 MAIN STREET • P.O.BOX 574 • FALMOUTH,MA 02541-99811 • TEL: (508)540-0561 • FAX: (508)457-9053 December 9, 1991 Mr. Paul Botello Botello Lumber Co. Bowdoin Road Mashpee, MA 02649 Re: Botello, Lot 1, Wheeler Road, Marstons Mills, MA Dear Mr. Botello: Enclosed please find the results of a hydrogeologic investigation conducted by K-V Associates, Inc. for the property referenced above as Lot 1, Wheeler Road, Marstons Mills, MA. The focus of this investigation was to supplement existing hydrogeologic data with the installation of additional groundwater piezometers for the purpose of developing a more detailed groundwater contour flow map. .� The field program included the installation of five (5) new groundwater piezometers, collection of water level data from the piezometers and existing monitoring wells at the site, and performing an elevation survey of both existing and new groundwater monitoring stations (wells and piezometers) to determine the elevation of the water table surface across the site, with respect to mean sea level (msl) . A schematic diagram of the construction details of the groundwater piezometers installed during the field program is attached to this letter report. It should be noted that the elevation survey was conducted using an assumed water surface elevation of 44. 0 ft. (msl) for Middle Pond to establish the datum. Table 1 presents a summary of all elevation and survey data collected at the site. All water level readings were collected on November 26-27, 1991. Note that existing well MW-4 was dry at the time of water level data collection; therefore, a piezometer (P-6) was installed adjacent to MW-4 to obtain a water level measurement. The data collected is presented in graphical form on the water table contour map (attached) , showing the water level elevations at each monitoring well/piezometer and groundwater contours across the site. The direction of groundwater movement is shown by the flow arrows which appear on the figure. Botello, Lot 1 -page 2- From the results, it can be concluded that groundwater flow across the property is generally in a east-southeasterly direction, towards Middle Pond. However, field measurements of a lower groundwater table elevation at MW-1, with respect to MW-2,3 and 5, indicates the presence of a groundwater divide in the northwestern corner of the lot. This is important, in that the divide results from a groundwater recharge area located between MW-1 and MW-3. This recharge area would result in a slightly mounded groundwater table in this vicinity and a split in the direction of groundwater flow. Therefore, groundwater movement north and west of the 56-foot groundwater elevation contour (see contour map) , and in the area of MW-1 would flow in a west-northwesterly direction towards Mystic Lake. Given that the depth to groundwater below ground surface in the northwest corner of the property (the area of the proposed septic system) is approximately 20 feet, the separation distance between the bottom of the proposed septic leaching pit (assuming a leaching pit depth of 8 feet) and the water table is about 12 feet. Massachusetts Title V Regulations pertaining to the requirements for siting subsurface disposal systems stipulate a minimum separation distance of 4 feet above maximum groundwater elevation. Therefore, it can be concluded that for the area of the proposed septic system, there would be sufficient separation distance to groundwater for adequate vertical effluent percolation. If you have any questions regarding the contents of this report, please feel free to telephone us at (508) 540-0561. Thank you very much. Sin a ely, D uglas J. Leaffer Project Manager DJL/khg Attachments SHIELD SCREEN INSTALLATION FLUSH TOP iv6��G SAP 'n THREADED COUPLING l STOPPER, —PVC HOUSING . i I I , I I , I � I I , ( I I . I BENTONITE SEAL-- GLASS BEADS or SILICA SAND MINIATURE SHIELD SCREEN SCREEN 0.5 INCH PVC - (SLOTTED) STEEL POINT low S GeAM TYP. PI Z0MEiE2 SCALE: NOT -TO APPROVED BY: .. - -- DRAWN BY :. MOLL f2 DATE: 12— 9 — 9I _ �/� — REVISED 7 . DRAWING NUMBER t i i TABLE 1 SURVEY DATA AND WATER TABLE SURFACE ELEVATIONS BOTELLO PROPERTY, LOT 1 Wheeler Road, Marstons Mills, MA. Monitoring Well\ Top of Casing Ground Surface Depth to Water Elevation of Piezometer Surveyed Surveyed From Reference Water ,Table Identification Elevation Elevation Point Surface MW-1 75.95 75. 19 21.39 54.56 MW-2 77.07 75.36 22.49 54.58 MW-3 64 . 11 63 .76 9.38 54.73 MW-4 . .Not Surveyed ----- 4 .73* Well was dry MW-5 61.92 61.27 5. 60 56. 32 P-4 65.34 64.79 16.25 48.54 P-5 75.04 74.70 24.00 50.70 P-6 49.98 49. 53 5. 37 44. 61 P-7 54.87 54 .25 10.21 44. 04 P-8 58.71 58.27 13 .50 44 .77 Notes: All readings in feet; all elevation data are referenced to mean sea level. Reference point for all surveyed elevations is Middle Pond (Sandwich,- MA. U.S.G.S. Quadrangle map (1972) ) ; Pond surface elevation = 44 . 0 ft. mean sea level. Measured depths to water in piezometers P-4,5,7 and P-8 are from ground surface; all other measurements recorded from top of casing. * Reading shown is measured depth to bottom of well in feet (well was dry) f i BOTELLO, LOT 1, WHEELER ROAD MARSTONS MILLS, MASSACHUSETTS Prepared by K—V Associates, Inc. Falmouth, Massachusetts TP-4 ROAD V - Mw-5 54.56 moo F�a 2 MW-1Fj �I - 00, s ` 000 Water level elevation data 0MW-3 collected on November 26 - 27 , 1991 54.73' �Tp-3 \ (r o s MW-2 054.58! KEY VTP-2 e P = piezometer 48.54' OTP = turning point of survey *p-5 oP-4 OSET-UP = set-up point of survey 50.70' O M'd = monitoring well —46-- = groundwater contour line Dtoo with elevation MSL —46'.— inferred groundwater contour if( = wetlands = direction of groundwater flow 6 � VTP-1 45 M®Q 44.77' DRY p� P8 44.61 P7 44.04' SET-UP -� _�-- 0 20 40 FT -�-- 44 MIDDLE `POND .00' SCAL:E f MYCOCK, KIEROY, GREEN & FORD, P.C. ATTORNEYS AT LAW P.O. Box 960 171 MAIN STREET BERNARD T. KILROY SPECIAL COUNSEL ALAN A. GREFN HYANNIS, MASSACHUSETTS 02601 RONALD J.SEIDFL MICHAEL D. FORD TFLF,PIIONE (508) 771-5070 MARK D. CARCH.IDI OF COUNS F.L LAURIP. A. WARREN TF.LFFAX (508) 790-1954 EDR'IN S. MYCOCK MARIBETH. KING September 18, 1991 Tom McKeon Board of Health Town Hall 367 Main St . Hyannis, MA. 02601 Re: Paul Botello - Variance Request Lot 2 , Wheeler Road, Marstons Mills Dear Mr . McKeon: Please be advised that Mr . Botello has retained this office with respect to the above-mentioned variance request . It is my understanding that the Board has reviewed the plan and the hydrogeological evaluation of 'the locus prepared by Saunders Associates on behalf of Mr . Botello. Further, the Board was to report back to Mr . Botello any comments they might have with respect to the report . I would ask that this matter be put on the agenda for the next Board of Health meeting so that I might be heard on behalf of Mr . Botello with respect to the variance criterea and hopefully respond to any further questions which the Board or your consultants have with respect to this Saunders Associate report . I appreciate your cooperation and assistance in this matter . May I please hear from you. Very my o c� h D. For MDF/djw CC: Paul Botello RECEIVED Peter Sullivan 7952d SEP 2 0 19r- HEALTH DEPT TOWS!OF BARNSTABLE r , �P�oFTHE To�o TOWN OF BARNSTABLE OFFICE OF NAB&lsa s BOARD OF HEALTH � MM�, aj cos,1639. MAY ee 367 MAIN STREET CEO k� HYANNIS, MASS.02601 May 30, 1990 June Botello 54 Broad Reach Suite 405 North Weymouth, MA 02191 Dear Ms. Botello: The variances requested by you to install an onsite sewage disposal system at Lot 1 Wheeler Road, Marstons Mills, listed as parcel 15 on Assessor's Map 82, are not granted. The following variances were requested: - Title V, Section 15.03 Distances: Leaching facility to be located at the property line in lieu of the required 10 feet. - Town of Barnstable Board of Health "100" Foot Regulation dated April 23, 1973: Leaching facility to be located seventy-six (76) feet from the edge of a wetland in lieu of the required 100 feet. . - Town of Barnstable Board of Health Legal Notice dated October 16, 1974: Leaching facility to be located 147 feet from the abuttor's well in lieu of the required 150 feet. The proposed leaching facility would be located seventy-six (76) feet to the wetland boundary. "It is likely that a plume of effluent contaminated groundwater could enter the wetland" and "this contamination could flow out of the wetland and enter Middle Ponds" stated Scott Horsley of the Horsley, Witten, Hegemann, Inc., Consultants in Water Resources and Land Planning, in his letter addressed to the Chairman of the Board of Health, Dr. Grover Parrish, dated May 8, 1990. Also, the Town of Barnstable Conservation Department Administrator, Robert Gatewood, stated that "the adjacent wetland, which is under discussion, is one which borders on, and directly into Middle Pond" in his letter to the Chairman of the Board of Health dated April 15, 1990. He also stated ... "Middle Pond ... is characterized by good water quality and which has historically served as the terminus of the Marstons Mills River herring run". Also, the plan was reviewed by Thomas McKean, R.S., C.H.O., Director of Public Health for the Town of Barnstable. Mr. McKean found that plan does not indicate the excavation of two (2) test holes and does not show the location of percolation tests as required by 310 CMR 15.03 and 310 CMR 15,02 (5) of Title 5, and that you did not request any variances from these regulations of Title V. You are reminded that according to Title V; that variances may be granted only if (1) the enforcement would result in manifest injustice and (2) the applicant can prove that tits same degree of environmental protection can be obtained without strict application of the regulations. You did not show manifest injustice and you did not prove that the same degree of environmental protection would be obtained through the granting of the requested variances. Us. June Botello Re: Lot 1 Wheeler Rd., Marstons Mills May 30, 1990 It is our feeling that the granting of these variances at this time would violate the spirit and intent of the codes. Sincerely yours, Grover C. M. Farrish, M.D. Chairman Ann4I AA Janshbaugh Ja H. rock B ARD F HEALTH T OF BARNSTABLE GF/bs I HORSLEY.WITTEN HEGENIANN, INC. n[\\/�/�n Consultants in Water Resources and Land Planning 3179 Main Street,Courthouse Square P.O. Box 7,Barnstable,Massachusetts 02630 Telephone: (508)362-5570 Facsimile: (508)362-5335 8 May 1990 Dr. Grover Farrish, Chairman Barnstable Board of Health Town Hall Hyannis, Massachusetts. 02601 Dear Dr. Farrish: Horsley Witten Hegemann, Inc. has been retained by Gordon and Carolyn Nelson of 332 Wheeler Road, Marstons Mills, Massachusetts to comment on the variances from the state Environmental Code Title V (310 CMR 15.00) and local Board of Health regulations requested by their abutter, June Botello, for the siting of a septic system and a private drinking water well on her lot on Wheeler Road. According to Title 5, a variance can only be granted if 1) the enforcement would result in manifest injustice, and 2) the applicant can prove that the same degree of environmental protection can be obtained without strict application of the regulations (314 CMR 15.20). It is the opinion of Horsley Witten Hegemann, Inc. that the applicant has not proven that the same degree of environmental protection would be obtained through the granting of the requested variances. Specific comments on each requested variance follow below. 1) Setback of leaching facility from Nelson's drinking water well: The applicant is requesting a variance to site the leaching field for the proposed house within the 150' setback from the Nelson's private drinking water well located in the southwest corner of their lot. These lots are both located on a peninsula that extends between Middle Pond and Mystic Lake. The water table in this area is likely to be flat because the water level in each lake is almost identical. The sands and gravels in this area most likely have high hydraulic conductivities. This prevents the creation of a substantial hydraulic gradient. Because the water table is flat, it is possible that the pumping of the well on the Nelson's property could cause ground water to flow from the proposed septic system into the well, resulting in contamination from effluent discharges. The applicant has.not provided any information on ground water flow directions on or near the site, or evaluated the effects of the pumping well on ground water flow directions. • CAMBRIDGE,MASSACHUSETTS • • WASHINGTON, D.C. • Dr. Grover Farrish -2- 8 May 1990 Without this information, it is impossible to prove that the siting of the leaching field in the proposed location will not impact the water quality in the Nelson's drinking water well, their only source of water. 2) Setback of Septic Tank from on-site drinking water well: An additional variance is needed to site the proposed septic tank within 90 feet of the well proposed for the site. There is the potential for leakage of septic system effluent from the septic tank that could cause water quality problems in the on-site well. Again, no ground water flow information is available to evaluate these potential impacts. The proposed well for the site is located only 25 feet from the shoreline of Middle Pond. The sediments on-site and along the pond shoreline are highly transmissive coarse sands and gravels that could potentially allow rapid flow of water from the pond to the well under pumping conditions. This could allow the direct flow of pond water, and associated bacteria and nutrients, into the applicant's well. 3) Setback of leaching facility from wetland resource area: A variance has also been requested to site the leaching facility of the septic system within the required 100-foot setback from the wetland resource area located on the northern portion of the site. This wetland extends from Middle Pond, across the site, and connects to another wetland area across Wheeler Road, which borders on Mystic Lake. The 100-foot setback is designed to protect the degradation of water quality in the wetland, which, in turn, protects the water quality in Mystic Lake and Middle Pond. Given the close proximity of the proposed leaching facility to the wetland boundary (76 feet), it is likely that a plume of effluent-contaminated ground water could enter the wetland. This contamination could flow out of the wetland and enter Middle Pond. The applicant has not addressed these concerns as part of the variance request. 4) Setback of leaching facility from property line: The applicant is also requesting a variance to site the leaching facility three feet from the property line as opposed to the ten feet required by the Title 5 regulations. This serves to locate the system closer to the Nelson's drinking water well. Again, no information is presented to prove whether or not there will be impacts to the well, HORSLEY WITTEN HEGEMANN, INC 7 E f Dr. Grover Farrish -3- 8 May 1990 or to the wetland. If this was the only variance requested by the applicant, it is likely that the Nelsons would not be overly concerned. But given that it is only one of many variances that must be granted to site the septic system, the cumulative impacts of all these variances must be considered. It is important for the Board to note that, along with all the above variances, the applicant must also receive a favorable Order of Conditions from the Barnstable Conservation Commission to site the proposed house, septic system and private well. Based on the numerous concerns expressed above, it is the opinion of Horsley Witten Hegemann, Inc. that the variance requests should be denied. The information provided by the applicant is inadequate to prove that the granting of the variance will not adversely impact the Nelson's drinking water well, or the wetland resource area. Sincerely, HORSLEY W EN HEGEMANN, INC. W. Horsley Partner v. HORSLEY WITTEN HEGEMANN, "��''" Robert W. Gatewood, X196 Pyof�HETo� Conservation Administrator Kendall T. Ayers, X196 t Conservation Agent i AAHl9TOBLE, _ � � 'oo ,M639 `�� �C�J(921e?�2�GZGL(!Z `(J�%727l2Gd,ZG(JZ Judy H. Maier, X140 oypYk• Office A9sistant 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 Karen J. Boduch, X140 Secretary TO: Grover Farrish, Chairman, Board of Health FROM: Robert W. Gatewood, Conservation Administrator RW 6 RE: Botello variance request DATE: April 5, 1990 On behalf of the Conservation Commission, I would like to express my grave concern over the request for a variance to place a leaching trench within 100 feet of a wetland at Lot #1 Wheeler Rd. , Marstons Mills. The locus, as you are aware, is on Middle Pond which presently is characterized by good water quality and which has historically served as the terminus of the Marstons Mills River herring run,. The adjacent wetland which is under discussion is one which borders on, and directly discharges into Middle Pond. I would strongly suggest that a denial of the requested variance would serve to protect not only the viability of the subject wetland, but also that of one of our most pristine Great Ponds. We remain convinced that in the near-environs of our waterbodies and waterways, the 100 ft. offset distance between septic systems and any bordering wetlands should unfailingly be provided. The opportunity to comment on the matter is very much appreciated. cc: Peter Sullivan 1 a!v, 1 DATE Po TOWN OF BARNSTABLE yof zNt Toy` FEE s BAHISTABLE OFFICE OF RECEIVED BY MAI& BOARD OF HEALTH 1639. yo��0 Uri 367 MAIN STREET HYANNIS,-MASS. o2m / -2 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NAME OF ,APPLICANT N C Off' E L.L(D TEL. NO. ADDRESS OF APPLICANT �2L9� NAME OF OWNER OF PROPERTY SUBDIVISION 'NAME DATE APPROVED k/iEc-> 17) )9'I I ASSESSORS MAP AND PARCEL NUMBER LOCATION OF REQUEST LCO7 I y 4 ca t✓ �(L `�OA.fl ,. MAiLS—M*IS'1 ltL-L-s SIZE OF LOT ' 4`t) ®5(0 SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes 'C No— VARIANCE FROM REGULATION(List Regulation) - cBQAeooQ (,'a-k '2Ea -�-cus(s- -F�2-0M \1011i G 7 Lid s . 1L F.C>0-S-n Q(;c CC>? -t S C`PIS o.N k l O(0 REASON FOR VARIANCE(May attach letter if more space is needed) U C 70 L®i 5 (Sc TA-M C e _- - q- N PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY .OUTLINING VARIANCE REQUEST. VARIANCE APPROVED _ NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh =` Grover C.M. Farrish, M.D. BOARD OF HEALTH - TOWN OF BARNSTABLE For ^o ftce use only Pyo T E•Ta�♦ j TOWN OF BARNSTABLE Received by / m� OFFICE OF BOARD OF HEALTH Date ,F4 MAI�� 367 MAIN STREET HYANNIS.MASS.02601 VARIANCE REQUEST FORM A11 variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting, NAME OF APPLICANT PQ�L E'\ TEL. �-77"� 1 ADDRESS OF APPLICANT NAME OF. OWNER OF PROPERTY `}�(J SUBDIVISION NAME DATE APPROVED aq ASSESSORS..MAP & PARCEL NUMBER._ ,��j�' -7-7LOT. SIZE Q�� 5, LOCATION OF .REQUEST 1' VARIANCE FROM REGULATION (List Regulation) i REASON FOR VARIANCE (May attach letter if more space is needed)' ce PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CgAA�RL�O OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Ann Jane Eshbaugh, Chairman Susan G. Ras Joseph C. Snow, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE t OCR, �a�� �Eu� � b�`csoe� .,iZ�Mt�\C o ub�as�W�c�' � -�a c �a5 d 1 HYDROGEOLOGIC EVALUATION OF LOT 1 , ' Wheeler Road, Marston Mills , Massachusetts 1 ASSOCIATES ' Environmental Services (508)693-1578 Post Office Box 2646 Vineyard Haven, MA 02568 RESUME of CRAIG E . SAUNDERS Hydrogeologist Education: B . S . , Geology , University of Pittsburgh M . S . , Marine Geology, University of Puerto Rico Other Professional Training : Ph . D . Graduate Studies , McGill University Groundwater. Quality Management Course, Univ . of California Groundwater Restoration Course , National. Water Well Association Groundwater.• Modeling Course , National Water Well . Association Field Investigation Training Hazardous Waste Course , U . S . EPA, Atlanta , Georgia Employment : 1987- SAUNDERS ASSOCIATES , Vineyard Haven , Massachusetts , Principal/Hydrogeologist 1985-1987 K-V Associates , Inc . , Falmouth , Massachu- setts , Senior Hydrogeologist 1981.--1984 Ecology & Environment , Inc . , San Francisco , Calif . , Senior Hydrogeologist 1980-1,981 Consultant Geologist: , San Francisco , Calif . 1979-1980 Geo--Resource Consultants , San Francisco , Calif . , Senior geologist 1979 Shell Canada Resources , Calgary , Alberta , Project Geologist 1974-1978 British Newfoundland Exploration, Ltd . Toronto , Canada , Project .Geologist 1973-1974 McGill University, Montreal , Canada Instructor - Paleontology 1969-1971. U . S . Bureau of Mines , Pittsburgh, Penna . , Field Geologist J Page Two Resume of Craig E . Saunders Hazardous Waste - Site Assessment Experience : ..C.r..Q llnld.w_a..t..e.r......Q.a.a.s.,u..l..>r...ant........-.......ji. ..51.. E.,P..A.......Snp.er.,l un.d........S..i...t..ez.. ® McColl Waste Site , Fullerton , Calif . ® Tucson Airport TCE Investigation , Tucson , Arizona Ascon Landfill , Orange County, Calif . ® Pacific Gas & Electric Tar_ Waste Site , Brisbane , CA ® Mettln & Gebhardt Tannery Waste Site , San Francisco ® Indian Bend Wash TCE Investigation , Scottsdale , AZ ® Goodyear-Litchfield TCE Investigation , Goodyear , AZ ® Stringell.ow Hazardous Waste Site , Riverside , Calif . T...Q.w.aa.a..1........l..a.. ..xx..i..1.a.r;........ .. .r7..o..a.Ia........5..It.P.............N..Q..a^..Lb.......E4.w.n.a..1...........V.e.r.m.Q..wt. A geophysical - hydrogeological investigation was conducted in order to locate 100 buried drums and investigate the extent of widespread contamination . 3..i...t..e........L..x...e..ra........(.211).........L.ta..v..as...t.. ,.g..a..t..i..Q,.aa.. ............M.a..s.s..a..Q.hiv...,5 e t..t..5. Evaluation of Commercial Properties , including service stations , chemical plants , industrial sites and numerous retail properties . Water Quality Monitoring: ...a.. ..t..k�..a...'...s........V..1M.R.x..a,.r..d......Landfill........S..amp..ling.......F.r..Q..iel&t Sampling of monitoring wells within the six town landfills was conducted over a two year period . Four additional monitoring wells were installed for further characterization of Landfill plumes . .M..a.5 hr?.p..a..r..t.......Q.u_r...fa..l..l........a..►.a.d.......C..r...Q...lun.dw..a.r...e..r........a..amp..l..i,..aa.g......p.r.g.j..Qx..t : Ongoing monthly sampling of stormwater outfalls and monitoring wells around the fire-fighting facility at Logan International Airport are conducted pursuant to state and EPA regulations . 2..r i,..n.9........H.i...11........W.. .. ..t Semi-annual samples are collected from six monitoring wells on a residential subdivision in Mashpee , Massa- chusetts to determine effects of development on this sole source aquifer . Page Three Resume of Craig E . Saunders .lt.o..a.d.......ltmm...Q f..f.........S..amp ..l..�..xa.g._,. Surface water samples were collected during a storm event to determine the effects of storm drainage or surface water quality . Tisbury Great Pond , West Tisbury , Massachusetts . Hazardous Waste Site Remediation: Mr . Saunders has been actively involved in soil and groundwater remediation for sites including residential and commercial oil spills and underground tank leaks . Hydrogeological Investigations : Analysis of mounding effects of dewatering dredge spoils on groundwater quality and groundwater flow, Nantucket , Massachusetts . Determination of Zone of Contribution of Municipal Well for permitting a stump dump , Denis , Massachusetts . Twenty-four hour pump test and analysis for community well permit , Mashpee , Massachusetts . Environmental Impact Studies : Geotechnical and environmental impact assessment of the Crosstown Sewer Project , San Francisco , Calif . Environmental Impact evaluation of oil and gas well , Stockton , Calif . Environmental and Water Quality Evaluation for a subdivision , Mashpee , Mass . Environmental Impact study of Subdivision , West Tisbury, Mass . Environmental Impact assessment of Hotel Expansion, Oak Bluffs , Mass . I Page Four Resume of Craig E . Saunders 4 „ Environmental Impact studies of subdivisions in the Zones of Contribution of Bourne Pond , Green Pond , Great Pond , Hamblin ' s Pond , Coonamessett Pond , Deer Pond, and Spectacle Pond , Cape Cod , Mass . Scope of Professional Activities : ® Hazardous Waste Site Assessment ® Water Quality Sampling ® Remedial Investigations ® Environmental Impact Studies ® Monitoring Well Design and Installation Groundwater and Soil Remediation ® Soil Gas Testing ® Aquifer testing and computer modeling Publications : Saunders , C . E . , and Woodruff , Robert , 1989 , Tisbury Great Pond Watershed Study, prepared for the Towns of Chi.lmar.k and West Tisbury Saunders , C . E . , 1988 , Magnetometer Survey and Drum Removal , Lagoons #2 , #3 , and #4 , Pownal Tannery Lagoon Site , North .Pownal , Vermont . Vermont Agency of Environmental Conservation : Closure Compliance Requirements . Saunders , C . E . , 1987 , Hydrogeological. Site Assessment , Pownal 'Tannery Lagoon Site , North Pownal Vermont . Saunders , C . E . , 1983 , Indian Bend Wash Groundwater Contamination Study, EPA Region IX, FIT Report . Saunders , C . E . , 1982 , Tucson Airport Study - Monitoring Well Report , EPA Region IX, FIT Report , 38pp . Saunders , C . E . , 1982 , Goodyear-Litchfield TCE Contamin- ation Study - Remedial Investigation Design , EPA Region IX, FIT Report , 43pp . Saunders , C . E . , 1976 , Geological Oceanography, in O .H . Ili l k e 1 y (edit or) , An........Q.. .. ... ..ra..Q.g. ..ap.11..G.......At l.a..s.........o.f....... .. o ,H, S'...Q , IJnited States Printing Office , pp . 67-79 . Saunders , C . E . , with N . Schneidermann , and O .H . Pilkey, 1976 , Sedimentation on the Puerto Rico Insular Shelf , ..J.. .ta.. .xa.. ..1........o.f....... .. .. ..j em..G..a..r.X.......F.. ..�. ..�..1.. .gy, 4 6( 1) . 1 t t 1 .0 INTRODUCTION ' The following report summarizes an investigation of the hydrogeological and water quality conditions of Lot 1 located on Wheeler Road in Marston Mills , Massachusetts . On May 22 , 1990, a request for variance of wetland , lot line and well setbacks from a proposed leaching facility was denied by the Barnstable Board of Health. Concerns were ' raised at the meeting as to whether the proposed system would impact either the wetland area or the neighbor ' s well . Saunders. Associates was retained to evaluate the impact of the proposed system on the surrounding water resources . ' Lot 1 lies on Carsely Neck, a peninsula of land separating Mystic Lake , a 145 .7 acre pond located to the ' north of the lot and Middle Pond, a105 acre pond located to the south. The lot consists of 1 .03 acres of which i approximately 50% of the land area s upland. This upland area slopes moderately towards a wetland area which was tformerly cultivated as a cranberry bog. 2 .0 GEOLOGICAL SETTING ' The site is underlain by deposits ee designated as Mash pee P Pitted Plain deposits (Oldale and Barlow, 1986) , which were deposited by melt-water streams during the later stages of Pleistocene Glaciation . These deposits are typically composed of permeable sand and gravel . Locally bogs have ' developed, which are underlain by peat deposits. Boreholes advanced on the property penetrated over one foot of sandy loam topsoil underlain by 2 - 4 feet of silty- sand subsoil . Sediments found below these soil horizons consisted of medium to very coarse sand and gravelly sand in the upland areas (wells MW-1 , 2 and 3) , and medium to coarse ' grain sand grading into peat in the proximity of the wetland areas (MW-4 and MW-5) . t RESUME of CRAIG E . SAUNDERS Hydrogeologist Education: B . S . , Geology , University of. Pittsburgh M . S . , Marine Geology, University of Puerto Rico Other Professional Training : Ph . D . Graduate Studies , McGill University Groundwater Quality Management Course, Univ . of California Groundwater Restoration Course , National. Water Well Association Groundwater Modeling Course , National Water Well , Association Field Investigation Training Hazardous Waste Course , U . S . EPA, Atlanta , Georgia Employment : 1987- SAUNDERS ASSOCIATES , Vineyard Haven , Massachusetts , Principal/Hydrogeologist 1985-1987 K-V Associates , Inc . , Falmouth , Massachu- setts , Senior Hydrogeologist 1981-1984 Ecology & Environment , Inc . , San Francisco , Calif . , Senior Hydrogeologist 1980-1981 Consultant Geologist , San Francisco , Calif . 1979-1980 Geo-Resource Consultants , San Francisco , Calif . , Senior geologist 1979 Shell Canada Resources , Calgary, Alberta , Project Geologist 1974-1978 British Newfoundland Exploration, Ltd . Toronto , Canada , Pr. oject .Geologist 1973-1974 McGill University, Montreal , Canada Instructor - Paleontology 1969-1971 U . S . Bureau of Mines , Pittsburgh, Penna . , Field Geologist P 4 Page Two Resume of Craig E . Saunders Hazardous Waste - Site Assessment Experience : .G.r..p.u.n.d.N..A.t..e..r........G..Qm..s.U.1..G...a.n.. .........-......U...R... ...R........ETA.......S.up..ar..f_un.d........5..�..t..�..s ® McColl. Waste Site , Fullerton , Calif . ® Tucson Airport TCE Investigation , Tucson , Arizona ® Ascon Land-fill , Orange County, Calif . ® Pacific Gas & Electric Tar Waste Site , Brisbane , CA ® Mettin & Gebhardt Tannery Waste Site , San Francisco Indian Bend Wash TCE Investigation , Scottsdale , AZ ® Goodyear-Litchfield TCE Investigation , Goodyear , AZ ® Stringellow Hazardous Waste Site , Riverside , Calif . .Qw.. ..a..1....... ..a.n.a.x.nz......I..a.g..Q..Q_ta........5..i.G.. ...........N...Q..r..t..h.......EQ.w...n..a..l V...e r.m.Q..r.1. A geophysical - hydrogeological investigation was conducted in order to locate 100 buried drums and investigate the extent of widespread contamination . .511..e........L..i...em........(.211.).........1..n y..Q.. ...t...a...g.a t..i..Q..a..5............ .a.. .. ..a..G.b.u..5...Q..tr.ts.. Evaluation of Commercial Properties , including service stations , chemical plants , industrial sites and numerous retail properties . Water Quality Monitoring: .a..r..th.a....:...5........V..�.n.e..x...a r_c�.......�,,..a.n.d f..1..1..1........S..a.�.p..1..�ng.......F.r..Q..i..e..c..t Sampling of monitoring wells within the six town landfills was conducted over a two year period . Four additional monitoring wells were installed for further characterization of Landfill plumes . ..a..s..s..v.Q..r..t.......Q_u_t..f..a..1..1........and........G..r...Qun.d..w..a_t.e..r........a..amp..ling.....p..r..Q..s..e..G..t : Ongoing monthly sampling of stormwater outfalls and monitoring wells around the fire-fighting facility at Logan International Airport are conducted pursuan.t to state .and EPA regulations . Semi-annual samples are collected from six monitoring wells on a residential subdivision in Mashpee , Massa- chusetts to determine effects of development on this sole source aquifer . Page Three Resume of Craig E . Saunders R.Q.ad....._1t..un.Q..f..f amp..U.n.g..1 Surface water samples were collected during a storm event to determine the effects of storm drainage or surface water quality . Tisbury Great Pond , West Tisbury, Massachusetts . Hazardous Waste Site Remediation: Mr . Saunders has been actively involved in soil and groundwater remediation for sites including residential and commercial oil spills and underground tank leaks . Hydrogeological Investigations : Analysis of mounding effects of dewatering dredge spoils on groundwater quality and groundwater flow -, Nantucket , Massachusetts . Determination of Zone of Contribution of Municipal Well for permitting a stump dump , Denis , Massachusetts . Twenty-four hour pump test and analysis for community well permit , Mashpee ,' Massachusetts . Environmental Impact Studies : Geotechnical and environmental impact assessment of the Crosstown Sewer Project , San Francisco , Calif . Environmental Impact evaluation of oil and gas well , Stockton , Calif. Environmental and Water Quality Evaluation for a subdivision , Mashpee , Mass . Environmental Impact study of Subdivision , West Tisbury, Mass . Environmental. Impact: assessment of Hotel Expansion, Oak Bluffs , Mass . Page Four Resume of Craig E . Saunders Environmental Impact studies of subdivisions in the Zones of Contribution of Bourne Pond , Green Pond , Great Pond , Ham'bli_n ' s Pond , Coonamessett Pond , Deer Pond, and Spectacle Pond , Cape Cod , Mass . Scope of Professional Activities : ® Hazardous Waste Site Assessment ■ Water Quality Sampling ® Remedial Tnvestigations ® Environmental Impact Studies ® Monitoring Well Design and Installation ■ Groundwater and Soil Remedi.ation ■ Soil. Gas Testing ® Aquifer testing and computer modeling Publications : Saunders , C . E . , and Woodruff , Robert , 1989 , Tisbury Great Pond Watershed Study, prepared for the Towns of Chil.mark and West Tisbury Saunders , C . E . , 1988 , Magnetometer Survey and Drum Removal , Lagoons #2 , #3 , and #4 , Pownal Tannery Lagoon Site , North Pownal , Vermont . Vermont Agency of Environmental Conservation : Closure Compliance Requirements . _Saunders , C . E . , 1987 , Hydrogeological. Site Assessment , Pownal Tannery Lagoon Site , North Pownal Vermont . Saunders , C . E . , 1983 , Indian Bend Wash Groundwater Contamination Study , EPA Region IX, FIT Report . Saunders , C . E . , 1982 , Tucson Airport Study - Monitoring Well Report , EPA Region IX, FIT Report , 38pp . Saunders , C . E . , 1982 , Goodyear-Litchfield TCE Contamin- ation Study - Remedial Investigation Design, EPA Region IX, FIT Report , 43pp . Saunders , C . E . , 1976 , Geological Oceanography, in O .H . P i 1 k e l y (e d itor) , An.......0.. wQ.g.za.ph.i...c.......A.>~.l.a..s.........Q..f..._.P-Uex-_ Q , IS'.„Q , United States Printing Office , pp . 67-79 . Saunders , C . E . , with N . Schneidermann , and O .H . Pilkey, 1976 , Sedimentation on the Puerto Rico Insular Shelf , ..,J..sQ.ux..n..a..1.......o..f........S..e.d i.xe..n tR..a.rY......P.. ..t. ..s�..l.s� 46( l) . FIGURE 1 �. r :ro\•; h:: r ,) �✓ �.r `'rrjr'(e U.; Y4bf�.'t/ o✓ET!. , 9p�-. .i -XW@St ' -ai ��o PO n( P ir-a,•'( �to.,°�` \ est P h � \ , \:J t.i p �� '� i��`r t'- p��f-'�"a• c Oo � _ .1�.aG1.. ,.j ./ 1 SURFACE WATERSHED BOUNDARY N ' Illy anwr .r r �I►.) \ ,':;', r..�1. :•oe���jjj FLOW DIRECTIONAir FT N V �. Ai 1, 11(, ��•'• � -) 01000 0 1000 �, ---My atic--- --„ -r• r� ;-•,r, __f�..._, .- •----.-- N> SITE :? Lake 'C . 44 � rb :,-: 0l�•1 •::����� ..���,/� -`:J;�.•�=•f:!=''•_,'� O ♦4 l. . so .��. 7;`.AAn 1•••i•• • I mot. ♦ / r -- .� •` ;� Hamblin a Pond 1 ,FL,N�s•,. `9' •!• f�•- n ° i 1 l • / .!' n c •!• ` �,,.' I•;�` ,* •nOUytd .,Pond WATERSHED MAP - MIDDLE AND MYSTIC PONDS WITH LOT1 LOCUS SOURCE: IEP, Inc . (1980) 1 SAUNDERS ASSOCIATES 1 ' 3 .0 SURFACE AND GROUNDWATER FLOW Lot 1 lies within the watershed of Middle Pond (shown on figure 1 , IEP , 1980) . Middle Pond receives water from 1) ' direct surface flow from runoff along pond shore , 2) groundwater flow into the pond, and inflow from Mystic Pond , which in turn receives its waters from a watershed of 1 , 381 .3 acres (IEP , 1980) . ' In order to evaluate groundwater flow across the lot five monitoring wells were installed in the boreholes ' described above . Each well rim elevation was surveyed to an assumed site benchmark . Depth to water was recorded with a chalked steel tape on March 2, April 11 , and May 8 , 1991 . A groundwater contour map was developed based on these water ' levels as shown on Figure 2 . This map indicates that groundwater flows in a southerly direction across the low- lying portion of the site and southwesterly and w-esterly in ' the upland portion of the site . Groundwater flow in the vicinity of the proposed leaching field is shown to move westerly away from the wetland area on the site . t TABLE 1 GROUNDWATER ELEVATIONS WELL DESIGNATION RIM ELEVATION WATER TABLE ELEVATION ' (feet) Date : 3-2-91 4-11-91 5 -8-91 ' MW-1 66 . 71 46 .03 46 . 00 46 . 14 MW-2 67 . 84 46 .04 45 . 96 46 . 12 MW-3 54 . 19 45 . 58 45 . 49 45 . 65 MW-4 48 . 22 43 . 95 43 . 90 44 .01 ' MW-5 52 . 90 47 .44 46 . 69 47 . 14 LPOND LEVEL 44 .00 43 . 90 43 . 89 1) Rim elevations surveyed from assumed pond level of ' 44 .0 feet 1 ' FIGURE 2 Mv-s w�•• — ISO LJD I to tj Mr-2 ' I MW.3 �, • b LOT •%�. � �.. `�..�_may.+ � 0 Lo N4 ♦ ' Lcr ifs � lol C - - ro/z7/-03 a W p,T�:'L 1 GROUNDWATER CONTOUR MAP LOT1 SCALE: 1 Inch = 45 ft . SOURCE: base map by Baxter & SAUNDERS ASSOCIATES Nye, Inc . t ' 4 .0 WATER QUALITY aOf principal concern to the long term water quality within these ponds is the effects of nutrients on the ponds , ' since excessive nutrient loading can lead to eutrophication . Two Water quality studies have been conducted for Middle and Mystic Ponds by IEP ( 1980) and K-V Associates ( 1982) . Water samples collected in Middle Pond by IEP indicated that "the water quality closely resembles Mystic Lake and is very good . " (page 20 ; IEP , 1980) The ponds trophic status was ranked as oligotrophic . A more detailed study was carried ' out by K-V Associates ( 1982) , and based on the results of 8 sample analyses collected from Middle Pond, Middle Pond was classified as mesotrophic . Phosphorus is the main nutrient of concern in fresh-water lakes . The K-V Associates, study estimated that 6% of the phosphorus supplied to Middle Pond comes from septic systems (see Appendix) . That study further applied a loading model (Dillon Model) , which predicts the trends in eutrophication of fresh water lakes . The model , as shown in figure 3 , 1 predicts that at saturated development Middle Pond will not reach eutrophic levels . In other words , future loading of phosphorous from all of the lots in Middle Pond ' s watershed , including Lot 1 , will not causee -eutrophic conditions' in the ' pond . In order to assess existing groundwater quality under the lot a water sample was collected from monitoring well MW-1 located adjacent to the proposed septic location . Over 3 well volumes were purged from the well before sampling . ' The sample was delivered to Dukes County Laboratory for analysis . Results of the analyses , shown in the ' appendix , show low background levels of the constituents tested . 5 .0 SUMMARY AND CONCLUSIONS This evaluation has shown that groundwater in the vicinity of the proposed septic system flows westerly away from the wetland area on the property . This means effluent from the system after percolating down to the water table ' will move westerly travelling through 300 feet or more of the sand aquifer before reaching Middle Pond . As a result of this flow direction the proposed system has been moved to a location which is over 150 feet from the well located on the neighboring lot (Lot 2) to insure adequate separation from this drinking water source . ' FIGURE 3 . 1.0 �G ' EUTROPHIC OJ • !V Qv E LONG LAKE 0.1 cr• ,MIDDLE POND J MYSTIC LAKE ' SHALLOW SHUBAEL POND POND WEQUAQUET LAKE . 4 ' OLIGOTROPHIC 0.01 J--j • 1.0 10.0 100.0 MEAN DEPTH (METERS) ' L= AREAL PHOSPHORUS INPUT (g/m�yr) R= PHOSPHORUS RETENTION COEFFICIENT (DIMENSIONLESS) P= HYDRAULIC FLUSHING RATE (yr 1) 40= LOADING PRESENTLY OBSERVED 0= FUTURE LOADING SOURCE: K-V Associates i (1980) ' Figure 8 -37- Water quality studies of the both Mystic and Middle Ponds have indicated that the water quality of these ponds is good , and that increased nutrient loading at saturated development (buildout) within the pond watersheds will not lead to eutrophic conditions within the ponds . ' Because a major part of the site is occupied by wetlands or is within the buffer zone of these wetlands , it is important that buildings , septic installation and other alterations of the site be carefully sited and constructed ' with the guidance of the Barnstable Conservation Board . i BIBLIOGRAPHY Oldale , Robert N. and Barlow, Roger A. , 1986 , Geologic Map of Cape cod and the Islands , Massachusetts , USGS Misc . Investigations Series , Map I-1763 . IEP , 1980 , Baseline Water Quality/Aquatic Biological Studies of Selected Ponds and Lakes , Barnstable Conservation Commission . K-V Associates , 1982 , Water Quality Assessment of Six Ground- water Lakes in Barnstable , Massachusetts . 1 1 1 APPENDIX A: Borehole Logs and Well Specifications B: Water Quality Data - Well MW-1 C: Water Quality Data & Documentation from IEP (1980) and K-V Associates ( 1982) Studies 1 SOIL BORING LOG & PROJECT: BOTELLO - LOT 1 Page MONITORING WELL DESIGN BORING ID# MW-1 1 Depth Sample Log Soil Well (ft . ) Depth Classification Completion ( 1 ) foot sandy loam sm silty SAND; m. brn. moist 5 gp, grave-lly SAND; medium to coarse grain, some ' silty layers, m. brown moist to wet 2-inch pvc Casing 10 s� SAND; tan, med. to very coarse grain, moist to wet 15 1 gp gravelly SAND; tan,medium to very coarse grain, wet to saturat . Bentonite seal 20 (5) foot pvc screen . 01 inch slots ' 25 so SAND; tan, medium to coarse grain, sat . 30 bottom of borehole = 30 feet ' 35 40 Completion Date: 3-20-91 Contractor :Scannell Well Dril . Location: near proposed system Logged By :C. Saunders Depth to Groundwater: 20. 7 Completion Depth : 24 . 5 feet Surface Elevation: 66. 71 Samples : none saved Remarks: 1 ) pumping well caused very little drawdown SAUNDERS ASSOCIATES SOIL BORING LOG & PROJECT: BOTELLO - LOT 1 Page MONITORING WELL DESIGN BORING ID# MW-2 _ Depth Sample Log Soil Well (ft . ) Depth Classification Completion sandy loam ( 1 foot) gp gravely SAND; tan, m. to very coarse grain, moist 5 sp SAND; tan medium to 2- inch pvc 10 coarse grain, well casing sorted, some grave, moist to wet 15 Bentonite seal 20 5 foot Pvc _p gravelly SAND; tan, Screen medium to very coarse . 01 inch slots grain, wet to saturat . 25 30 so SAND; tan, coarse to very coarse grain, sat 35 Total Depth of Boring = 35 feet 40 - - c Completion Date : 3 20 91 Contra for :Scanne l l Well Dr i l . Location : near proposed system Logged By:C. Saunders SOIL BORING LOG & PROJECT: BOTELLO - LOT 1 Page MONITORING WELL DESIGN BORING ID# MW-3 1 Depth Sample Log Soil Well (ft . ) Depth Classification Completion sandy loam 2-inch pvc sm silty SAND; med . brown casing moist 5 Bentonite seal ' gp gravelly SAND; tan, wet to sat. (5) foot pvc so tan, medium - coarse screen 1 10 grain 15 20 25 30 ' 35 40 Completion Date: 3-20-91 Contractor :Scannell Well Dril . Location: near proposed system Logged By:C. Saunders Depth to Groundwater : 20 . 7 Completion Depth : 10 feet Surface Elevation: 54. 69 ft . Samples : none saved Remarks: SAUNDERS ASSOCIATES SOIL BORING LOG & PROJECT: BOTELLO - LOT 1 Page MONITORING WELL DESIGN BORING ID# MW-4 1 Depth Sample Log Soil Well (ft . ) Depth Classification Completion sm silty SAND; med . brown 2- inch pvc moist Casing ' Bentonite seal ' S gp gravelly SAND; tan (2) foot pvc medium to very coarse screen . 01 inch slots bottom of borehole = 5 feet 10 15 20 Completion Date: 3-20-91 Contractor : hand augered Location: wetland near pond Logged By : C. Saunders II SOIL BORING LOG & PROJECT: BOTELLO - LOT 1 Page MONITORING WELL DESIGN BORING ID# MW-5 1 ' Depth Sample Log Soil Well (ft . ) Depth Classification Completion am silty SAND; m. brown, 2-inch pvc f. -m. grain, moist casing I Bentonite seal ' se SAND; m. -c. grain 5 sR SAND: f . - m. grain 2 . 5 foot pvc ' screen Peat . 01 inch slots 10 Bottom of borehole = 9 .0 feet ' 15 Completion Date: 3-20-91 Contractor: hand augered Location: wetland egde near road Logged By: C. Saunders Depth to Groundwater : 5. 0 ft Completion Depth : 7 . 0 feet ' Surface Elevation : 52 . 90 Samples : none saved Remarks : ' SAUNDERS ASSOCIATES l Lab.No. 1 8 9 ' THE COMMONWEALTH OF MASSACHUSETTS COUNTY TESTING LABORATORY COUNTY OF DUKES COUNTY - r DEP CERTIFICATION NO.2M2 Client: -Sa-undQrs assnciaf Pc Collector Saijnriarc Datefrune of Mail Address• R. 0. 8 o Y 2646 Collection: 3 f 9%/Q 1 Q-n n At 1Vinay;wd Haven _ MA 68 Lo on: Boi el l o Telephone- Date of Analysis: 312 R1 q 1 Owner. 8 a t e l l o Date of Report•- 4.13.191. 1 Map. lot_ 1 Sample Recommended Results Limits ' Total Coliform Bacteria/100m1 0 1 pH _ Chloride(mg/1) u0 Iron(mg/1) _-- 0.3 ' 1 Nitrate-Nitrogen(mg/1) 0.55 10.0 Sodium(mg/1) L7.5 20.0 ' •' Phosphate-Phosphorus(mg/1) 0,01 0.50 Ammonia-Nitrogen(mg/1) ___ 0.50 COMMENTS: ' Water meets Board of Health requirements: Yes ❑ No ❑ ❑ We suggest resampling for. ' ❑ Water is drinkable,but it may have a taste,and it may deposit rust stains. Approved by: ✓ ��.—� �. � � -�; i F 180 272 kg/yr Figure 7.. Phosphorus Inputs from Nutrient Sources (kg/yr) 160 4X 140 ' 15� \120 PRECIPITATION \ aWATERSHED RUNOFF SEPTIC SYSTEMS 100 9 X ® ROAD CATCH BASINS �. 4o•r. < <, ROAD RUNOFF ' z TRIBUTARIES a 80 777 BO G OG DRAINAGE cn cc O 60 a 32% a < <^ 12 r, ' a 40 16% 14 Y. H O 18% 33 Z 32 18% % 20 " 6 7: it 9 % 11 % 13 % .27x 17% 13 Y. 48 47% 18 Y. • 61X 567. 14 L Wequaquet Mystic Middle Shallow Shubael Long Lake Lake Pond Pond Pond Pond -35-V Associates ( 1982) t MIDDLE LAKE FIELD TESTS LABORATORY ANALYSIS (ppm) Fluorescence Conductivity PO 44 MBAS Inorganic Total Ammonia Nitrate Analysis Sample �� (umhos/cm) (mg l) (ppm) Phosphate Phosphorus Nitrogen Nitrogen (Bog or Effluent) Comments Is 115 0 0 .001 .025 .003 .002 Center 2s 110 0 0 .001 .027 .007 .007 Background 2g 115 0 .001 .074 .004 .085 B 3s 110 3g 115 B 4s 110 4g 110 to I 5s 110 Opposite 5g 108 Marsh 6s 195 0 0 .006 .255 .005 .023 E Stream from marsh 7s 113 Opposite 7g 115 Mystic 8s 110 0 .001 .019 .005 .009 Background 8g 114 0 0 .001 .039 .004 .159 NAME OF POND OR LAKE. LOCATION. Marstons Mills - Between Mystic Lake and ' Middle Pond Hamblin Pond POND OR LAKE SURFACE AREA (ACRES) : WATERSHED AREA (ACRES) : ' 105.0 . 1 ,381 .3 Inflow from Mystic Lake. No ' DATE SAMPLED: INLETS: flow on 8/27/80 from a tri- butary that drains a large cranberry August 27, 1980 (10:30 a.m. ) OUTLETS:' bog.none THERMAL CHARACTERISTICS: PHYTOPLANKTON: none detected ' Unstratified . WATER QUALITY: Water qualit;y closely resembles Mystic Lake and is very good. ' Transparency or water clarity was slightly better than Mystic Lake measuring" 19.8 feet. The Pond was not thermally stratified nor did the bottom (20 ft. ) sample reflect any chemical difference between depths. 1 AQUATIC MACROPHYTON : Due to. excellent light penetration, a luxuriant growth . of Muskgrass Nitella sp. ) was observed at depths up to 27 feet. Nitella sp. , a macroscopic algae, is desirable in a pond or lake whereas it: (1 ) provides ' cover for small fish (2) assimilates nutrients that would otherwise be utilized by floating vascular plants or algae, and (3) remains close to the pond bottom ' and is not a nuisance to recreational activities. TROPH I C STATUS : Ol i gotrophi c - total of 2 severity points MANAGEMENT RECOMMENDATIONS : Perform water quality sampling in the spring when there may be groundwater or surface water flow from the cranberry bogs (situated west of the Pond) to Middle Pond. ' IEP , Inc . ( 1980) 20 1 ' 1 ' NAME OF POND OR LAKE: LOCATION.: Newtown town -e approximately 0.2�les west of Prospect Street Mystic Lake and south of Race Lane POND OR LAKE SURFACE AREA (ACRES) : WATERSHED AREA (ACRES) : t ' 145.7 1 ,193.5 DATE SAMPLED: INLETS: none flowing on 8/27/80 August 27, 1980 (8:00 a.m. ) OUTLETS: Flow to Hamblin Pond THERMAL CHARACTERISTICS. PHYTOPLANKTON: none detected ' Stratified ' WATER QUALITY: Water quality is comparable to most of the other ponds and lakes surveyed. Total , fecal and fecal streptococci bacteria were all low. ' Total phosphorus and inorganic nitrogen (ammonia and nitrate) concentrations are representative of an oligotrophic - mesotrophic waterbody. The Lake stratifies below a depth of 25 feet, however, enough oxygen is still present to hinder any significant release of nutrients from the sediments. ' AQUATIC MACROPHYTON : Generally light growth of submerged aquatic plants to a depth of 15 feet. The pond bottom is comprised largely of fine to medium ' gravel and sand. Water clarity was excellent measuring 18.2 feet. 1 ' TROPH I C STATUS : O1 i gotrophi c/mesotrophi c - total of 6 severity points ' MANAGEMENT RECOMMENDATIONS : 1 I 17 IEP, Inc . ( 1980) lr'S°' {'two, y , .'.^ �, x.—a ,� '. c •tVt �r .. c-} <? 3`" F a Fr ya r p u "' }! �.,t 2 Y ' A� �n r l t �, r .r -k J / 4 , 'R_ w, - 7 4 .r. .f. 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'0. �" V,.., i.1+tia� 9f , ' r'+ W',,Y'r ,; 5' . �{,'� dear 'iaiz Bote13`Q` ` ; ` ° L t , i y� r 6 �, ' , � ti � . �r � +�, :,' x' r xtd . r °' :>a 1 '� M1 Y.` .f i.''.' r x� ,�" ,Vk it 4`s ', r i y� -, i::wr ,,15. C'- :k I F:ar S• '2,r 'd`r' ,t9\ +k a,,: r 4 tr` J- •X,� w c- '.. r t` Gx , + -ys r•.'► ' „".. t .f. �Y r .p;�, f'• rA.�r °,, ? ,•' L . 1Y' 2"�, -l" 'g' . it"' '7 ` �. u ,-You are grantee 'ja'variance ttno i#:stall as septic Yeaching trench eighty ,' �„-�' . • t`d ' r�' i Z.� feet:,froi °we 'we aitdi`, yin -11&i%`of gthe required one +Mind ed �f+set"on;.I�ot< 1, ;+�" , _ .% �f { a a'`' *•� x 'ate st1 -liticelet Road;-Mars iixt$ I i11$, kritn?the 'fo11ow3gg+C iac# t; o3ss;.4 � � = x �* `wM r" 3 4 , r',•q t{ t, i t. i "' �i` i r r r " . y a t '� ro r ,+ r + . �, L , .� v * i ;' �} rx a L,x ° 'w r �,'yX+RIr 'W }` 1`� fi7 w. ^a ;wy3 i {i ..q A �'.s .' 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Y ri Y'f`'la — 1 r `' a - r a i• :r 0,41- q - y `5tr .IL w, r a , , , q_ y,� ' r Atin.Jal�e,E$ht3811p 1 '� .d G a; r r w ¢ a ' rr 1 ' :' t :, r'^ y La 2 ' 'f. "wt''+.r y: 4� r '' Yt `�, �a' rsr 4t a w n �r. ..its r r t,a t a .i + b '} - w 4 i 7 "h L } 'r '$.'t .,� r t . J° „ J *4,. e s - , x 4 "� R.F . 1^M] 'y. R 1 s �� r r { "r +" ?tap r t i Z g"h, a ° r,+ t S ,."M1 y: ;ji. q, r'A 'h{,�.cti '� '' '.� k t ,' .'.r. is�;.y 'T +' ir.;# �;,t'a' },� MS T ..` .' 1 at4. �,a_. ,-_'., ,,^• yr r a` "� s: ,R" r a ,nS ,7,,.MrY ,' '�'* ,,, r'4? 's ,f "' s ..,r+,r `.9'!f"•." h .ryX'H .F k In e M "',rD ; r' �'� ,f'j i{ %f, r a 'G"• r '.; �A'� -•_ J"�" + Ni" '�kv �S, 't Y �,r_ h: r 1 ,X Vic° .8 ! • ,• k x+ s w a 6 s 1 •{' t,�.'t t + '. :4' },.y,,— 1 * III r r c , ,, t�! w ,y tr' f.i x T �r .;1 tr , •:.-I t' t `BOARD-OF�-HEALTW-, y�, i+ i u}.: - J k{ +r.. `+ . 1.4 .a �"' :f .y,i. ,#r�+' "r.r t rr lit_., t,te pt,-; 'Lru + d r"". ,j "FyY a y ,r e :'k i .t i E,•�#ti`r' s �r a a,'- t . R� rr'+rr .},�, +. rt :, ,,� 'CdIM OF BARNSTA$LE .,� „t r t sy +; + J ,, c r , _..fi a ".°,4 ;,�t. r" ti- - C f'rya r r r .- �rq;"O T Y p .`..d ,,Q .:# `( ~..tg, , t�,ra,.•, a 'l7 ,#1,It „r J. a �. ' r r. "y « a z .4 . f.. e_S }• y:` sky ," ♦ . `ai?",p�• Yft�',f,t.,"'.� rr. % < ►'v. rah "t t `.x ' t 'r`'Tt + f`: Pta .. g. $ , A, 1 ^.t, � fir, t s '�, >'" r� t TTW t -•'t ., t'' r ^i1" # r spa a 'r3 '37s•�'. y.f i 1* NMK/Mu , r r y: L y ' Y. r e, r w y"Ir gyp; r .tI �% d` ,L ar f ;- ♦ y` o •t �+r;. .r:. y, q! t v^d �~<E t, Kr}- r,_ t` fi ,,"' '` Y 1 f,' ' t !r ,,�";CCS y Ok-'Conservatidii CotmaQission ri 'fa F a ;^ i s y. , 1Mt J. (� h y. t _�._ 0 { a. [ Y f' „l.•:-`'M14•s(�'�'•� �' r R h#)',W4 1 t>•; t�3,. t-- F-Y _� ;� 1 , '! sr:�F e ;1-�,,,j�,. Xt'�"R'' T L 1 t , r 9 l' ' •,"I + X - . '+ u r', i ,! t, a t 1 , ,-+ - r rf.,,� 1 , $r11i ( , j+Ivy` k 1 ; ,ei x..'4 a r„s SLR: s T r K*'.,Ar # f 1 AAt,f � 1..i,. �yf: ai r''. y s"L *. 3"`y'Y +'t ^ ,;,- K'�., 4 i;c 1 .1"•�` Ii S.hf ,,, f•.e ri ° r'..it� e.r �" ..k,l.r s+ .r t;Y irfi�': ,§rr;- w rrr L.y t.' _•d,: ;r:.+a:•�a yrs 4c v `•+ .:A 4' r rta y .; p -`r cqJ # r :.. jp t. 'r'•K A- ti y 1r, q�1.. t , td'A. y,r + ' `a. .iI . r ,1 �� L Y , 4r ,{trk ,3 �Y��-5f v } Y r• r '`,.: x t°: T+F '�Si` :i" �. T,,,' k d jr n „ h r :-.r r .:t a r}r di `r xs �'' rL.r( �� ).�, « {yr ,,. yt.:.'..i.. J '"1 l'y" ,t t.-y,, wlp ;' h1. :{' r -e, 4t r , tf�♦ s. �' y }I i1't.1'-,•e,'` , $"*'i it: 3 J �' ..�' 4 rR: �' +. r ,. s. ,a',3 .� ,r., t< 'es,Q y.r;E rp*+ ° ; 4 r a/j y };„ + x �' F`�+i yrr`ip r a r•G .*"' r ,4 ,r,fie P' M x r .. � 1 aL.L �,tY i t ? +i 5•-•"' ti`f r.. .t. >< y ?}- r #'Yh'^.� k r: >:S y i,♦. �. jL �+t if '�'tx',y e.ri P;' .r x'r'4 r i t r.ram ,r.,}':{ ;. Rhr r .� a 6 i,,".. t I 4 ':t, ,^ li - Rr*. 4 ,4 '{i7 l r,' d# ., r C rT A. , y .w �:r,.9 'e, A. p i , . iA:d',� y+ a, fr , ,s a +. Y L iFt `t 4". L �r r, ? ,1 +'�` r ,` r t x'f �t i , R a. `s' G e+ !~� , � ` - .t �,, S .9.+,-t.r. .: . , . . t t a' e. v.'.. 't' "p ,`A` �! 4. 1,, •' -3� ► E.+ >t a n:; r,` ' ti�,x ._', 45"r. �.6s�,�.' r � TELEPHONE: 428-5,,1539 PAUL R. BOTELLO (/builder — P. 0. BOX V OSTERVILLE, MASS: 02655 TOWN OF BARNSTABLE NOVEMBER 28,1983 BOARD OF HEALTH RE: VARIANCE REQUESTING A 20 FOOT VARIANCE IN LIEU OF 100 FOOT REQUIREMENT. SEWAGE SYSTEM AS SHOWN ON PLANS SUBMITTED (BY BAXTER & NYE). PROPERTY LOCATED AT WHEELER ROAD LOT 1, MARSTONS MILLS. r RESPECTFULLY, ° � PAUL R. BOTELLO No. r3- I DATE �- FEE -2.5 o*THEto TOWN OP BARNSTABLE OFFICE OF BaaKMIL BOARD OF HEALTH i639. ` 367 MAIN STREET CEO MA'S�' HYANNIS, MASS. o26ol VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting.. ` NAME OF APPLICANT__A c) / 2! E-0 Z�:4(p TELEPHONE NO. ADDRESS OF APPLICANT , �X S /<�v ,��/�� S L qx'i Z_6 NAME OF OWNER OF PROPERTY �c� ✓ 61, 7C /G LOCATION OF REQUEST 7— 1 141 � � � Aka Zf z VARIANCE FROM REGULATION (List regulation) r Se-7io,c;��_ �•7 ��f a VARIANCE REQUESTED (Specific request) ( ,S'��1�4 c �,� `-d-n�^-r �/ 4.4 REASON FOR VARIANCE (May attach letter if more space needed) PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh H. F. Inge, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE FIGURE 2IN , , L� G r 1 l� � 1 L:j • CWfly t 5d o Wtj q1' p i -3 LoT 2• �n 1 , ` ,�� ; p oil 0` bl :� f -4 ego •� / OIL r a ' GROUNDWATER CONTOUR MAP LOT1 a Inch = 45 ft . 1 SC ALE: - Baxter & a b •y 1.:•. m Y r: base e P SOURCE. b q :Ait. Nye, Inc . :.A V rl ' moo-�,� AC IRAP_RLOI co . ` y� iC: .r Cal.•.._ �\,% q •i •' sc� (� AM { c_I twcAJ4D cr µ& fit- S-C 1-71 w A SAVE 1 k I ( 4 I 'I(� T'T':xc- r':/Q/'.`'ZJ f_,rJ - �,�,•,�-",.,,v'Irf�`�'�j._.. _ 1 f r f 4"Ato . --t — I D y,d� -rA Tr, Mw^.5 3g :. 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